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Home My WebLink AboutTHRESHOLD INSPECTIONSThreshold Inspections Special Inspection Plan May 7, 2018 Proj ect: Owner's Representative Structural Engineer of Record :C0un:ty,Perrnitt]1ng D E'18 M L Engineering Inc. 2030 37th Ave Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 Ocean Harbor South Condo — Concrete Balcony Repairs 2018 4250 North Highway AI A (North Building) Units 201, 301 & 608 Ft. Pierce, Florida 34949 Elliott Merrill Community Management Mr. Gene Ross 835 201h Place Vero Beach, Florida 32960 M L Engineering, Inc 2030 37 h 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. SCANNED St. Luc BY le County I A. Lue, P.E. P.E. No. 47520 Inspector No. 1061 M L Engineering, Inc. 2030 37`h Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) a Special Inspection Plan Ocean Harbor South Condominiums 4250 North Hwy. AM Ft. Pierce, Florida 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 30I 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, Inc. 2030 37`h Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) Special Inspection Plan Ocean Harbor South Condominiums 4250 North Hwy. AM Ft. Pierce, Florida Schedule of Special Inspection Services Scope of work 1. Repair of balcony slab edge 2. Repair of concrete surface & full depth spalls 3. Repair of concrete ceiling spalls 4. Repair of concrete columns 5. Repair of guardrail post base attachments 6. Repair of post tension cables 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 4. Continuous observation of concrete placement for repair areas in accordance with the Contract Documents. M L Engineering, Inc. 2030 37°i Avenue, Vero Beach, Florida 32960 (772) 569-1257(P) / (772) 569-4041(F) 3 7�1 I* SUMMARY OF ESTIMATED OUANTITIES ITEM LEGEND REPAIR QUANTITIES UNIT PRICE I ® EDGE POUR / FULL DEPTH REPAIRS 21 $ 2� OQQ1. FT. JjAMOUNT ' $ O6 2 J . DO 2 � SURFACE SPALL 26 $ ODAo. FT. $ 1 Y70. Jo 3 GOLUMN SHALL & -��/! $ 31,E . CO /LU. FT. $ Zd 0p, 00 4 CEILING SPALLS 16 $ J Q, OD /5G1. FT. $ 1760 JO 5 O CORE MOUNT RAILI1,16 P057 POCKET REPAIR 26 $ %A ' 00 EA $ I LI SO r 00 6 TEMP. HEATHER BARRIERS (&' H16H x 10' WIDE) 4 $ fV 0o EA. $ 1600 r DV 7 P/T GABLE LOCK OFF/ DE -STREW IRE-STRE55 20 $ 900 90 EA. $ IMP op g REMOVE 8 REINSTALL 611ARDRAIL5 WI FEW PRO-TEGT FASTENERS 1561 $ 30, op /LIN FT. $ L1770. po q REMOVE d REINSTALL HURRICANE SH ITRS W/ NEW SHIMS 45 $ 3p pq/LIN FT. $ f1 �. 00 10 DECORATIVE TOPPING, WATERPROOFING 4 SEALANT 0 REPAIRS 140 $ .5' l> /SO. FT. $ H NEW STV" 0 REPAIR AREAS 100 $ ! 51s0 /50' FT. $ 15106. DD 12 REMOVE d REINSTALL SLIDING 6LASS DOORS (&' HI6H x &'WIDE) 4 $ pop, p0 EA. $ q#Do, 00 13 REMOVE 4 REPLACE ALUM 5GREEN EZL09M (&' HIGH) 0 UNIT 101 53 $ 1/0. 0 /LIK FT, $ 1,1 Z0, Od 14 MOBILIZATION I $ 5O17. DO EA $ 300. JD NOTE: NEW ALUM SCREEN ENCLOSURE SHALL BE INSTALLED W/ NEW PRO-TEGT FASTENER SYSTEM W/ I/40111 STAINLESS STEEL ANGHOR5 W/ GAP A SLEEVES IN URETHANE FILLED HOLES W/ NEW 5GREEN d SPLINE TOTAL PRICE - S 5518D, 00 mlcW &WE. P.E. FLORB34 REG. A47520 - -- JOB asu"mm' 5/7/18 - jj��//�� NAB1F. T Is drawln9'and design ae shown Is Ur/IdENGINEERING, INC: I OCEAN HARBOR SOUTH JOB NO. 18-1$3 fine property ofMi. Engineering, Inc. ofIris Reproduction of Iris arming j Consulting Structural Engineer NORTH BLDG. BALCONY REPAIRS oranyconleMmandforus promo content express ., 2030371h Avenue 4250 N. HW1'AIA FT. PIERCE, FL bm "s"' TR `"ELxEa Br ML con Wr ISD m,,.mwconslllWelaninlMage- Vero Beach, Florida 32960 menF, and maybe to legal omen Phon91772.569.1257 Fos 772M9.4041 iRg: SUMMARY OF QUANTITIES IS S-2 OF 5 sHFa by ML En9lnearin9• Inc. : s'-2• DOST ALIM RNLRtS t�scrzf �, w. Fr. I W. FT. I w. Fr. I w. FT.I L2 450.Fr..... — DECK OOATMS TO BE Ftff''LAC.® ®FT. I I..y �.�. I I con MXW RA LM6 FOSTMAIR TYP.0 _. ®FT. 4 M I 4sa FT. �I€ �1I . YFATIBtYNLL--4II 1� T@P M� slur e5 TO BE REMO W I Fl WALL® I Y-Y 2 B'-0 UNIT #201 N.TS. NORTH FIELD NOTES: I. M5TIN6 HURRIOANE SHJiIERS d 56D TO BE RE 40VEP AND RE-R6TALLED AFTER REPAIRS aowDA 9Eg.unszg 'M. . JOB G UVEDAM; 5I7I18 arawmg ana Ceslgn as n ENGINEERING, INC,. OCEAN HARBOR SOUTH NORTH BLDG. BALCONY REPAIRS . the Inc. Re Property of o engineering.Inc. ReprotlutlionanWoruse glthis tlmwmg or any content therem. without express JOB NO. IS-153 consulting Structural Engineer TR c""'GDM'` ML 2g3037it1 Avenue _ 4250 N. HWY AIA FT. PIERCE, FL is pronronea o cio�umia an InMnge- Veto Beach, Floiitlo 32960 N¢ne: 7M569.1257 9mn nz.569.4041 menl. and may be subject to legal action by ML Engineering. Inc. TIME: INSPECTION SURVEY SHU NO: S-3 of 5 SKET LE6END REPAIR Gd1ANiITIES TOTAL BALCONY AREA 215 5Q. Ff. ® ED6E POUR / FULL DEPTH REPAIR 6 CU. FT. SURFAOE SPALL 8 50. Pf. CALUMN SPAR NONE GU. Ff. OEILIN6 SPALLS 12 5Q. FT. Q GORE MOUNT RAILING POST REPAIR 13 N0. i -2• ZMfir % .�.� �. • SWIMIE S TO 13E REMOVED RE41il ID T'P 2Q 3" UNIT 0301 N.TS. NORTH LESW REPAIR GUANTME5 TOTAL BALCONY AREA 215 50.Fr. ® EDGE POUR / FULL DEPTH REPAIR 18 CU. FT. SURFACE SPALL 10 50. Fr. COLUMN SPALL NOW CU. Fr. CEILING SPALL5 4 50. Fr. O CORE HOW RAILING POST REPAIR NONE NO. r JOB SeEU0IE: 5/7/18 I��1 NAME: This all antl design aj WLENGINEERING, INC.. OCEAN HARBOR SOUTH JOB NO. 18-153 the pope"o1 ML Engine Reproduclanond/wuseofI Consulting Structural Engineer- NORTH BLDG. BALCONY REPAIRS or on, coolenithereln.wlth 2030371h Avenue 4250 N. HWY AlA FT. PIERCE, FL oRAvrtu By: TR CHEc"o By: N/Ir IYIL Is proonmiiee may cionsniuie' VeroBeach.P.,a 32960 mW. and may be sublecl to Imme: n2.569.1257 Pox 2ffi.569.4041 r Tn1E,INSPECTION SURVEY SHEET WoS-4 ov 5 SHEET l ML Engln,a erl x �y� O• EXST AUM %UrrE%TO BE RARING R010J® 4 f--ItF9TALIM 3 CU. Fr. f DECK WAM ` TO BE REPLA M 1 CORE HOIAtf 8,a Ff. RAILING POST 3 fpA. FT. EARL TP 2d3 �TEf•P FEATIBt W a 4 s Co. Fr. 3 B'-0' 1. UNIT 0608 N.T5. NORTH rr• r ■ v r Pe.MY-' LA LOE•PE. - JOB IssuspAre: 5/7/1 8 ` • ��////�� ,- NMIEo this drawing and design as shown Is ENGINEERING,. irvIC OCEAN HARBOR SOUTH JOB NO. 18-153 the properly Of ML Pngmeering. Inc. ReproaJ.h.nanal., s..1thsd.Mg Consulting Structural Engineei" NORTH BLDG. BALCONY REPAIRS or am caniemmereln• wimom e.pross 203037th Avenue 4250 N. HWY Al FT. PIERCE, FL °R"y'"�" TR °H"'�D BN ML Is prohiblfeconsent ord may scionstmtleian Infringe - Vero Beach, Florida 32960 menf. and may be sublecf to IB" anion mane:n2.569.1257 raxn2.5sv.a0ar mu: INSPECTION SURVEY "iEfNO S-5 OF 6 SKU la, MIL M L Engineering Inc. Project No. 1$453 Report No. 2 Client: `�, r. Gene Ross — Elliott Merrill Consulting Engineers " i Threshold Inspector Building Official: 00 iMr.- art Peterson — SLC Bldg. Dept. 2030 37's Avenue `�9 // drew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: U Mr. Bob Stark —Structure -Con Phone: (772) 569-4041 . Kh E McConnell n nell — Structure Con Fax: (772) 569-4041 r. Khris McConnell— Structure Con www.mleneineerineinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA —NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South —Bldg. A DATE: May 31, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con . PROJECT MGR: Khris McConnell INSPECTED BY: Mike Luc WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building balcony repairs at Units 201 & 301 SCANNED BY OBSERVATIONS:. St. LUCIQ County Unit 201 • The entire north and most of the east balcony edges require repair. • The reinforcing bars are corroded behind the PT anchors and will require about 8 PT cables at the north slab edge to be locked,off and spliced with new anchors. • The spalls at the doors extend under the door tracks, but these may be repaired without having to enter the unit. • The aluminum screen enclosure at Unit 101 below will require removal to repair the slab edge above. (Need an alternate price to replace with a new enclosure.) Unit 301 • There is a significant amount of ceiling spalls at the underside of the Unit 301 floor slab as well as surface spalls. Some of these areas will be full depth repairs if the repairs at the underside coincide with the upper surface spalls. • There are surface spalls along both sliding glass doors. • There is evidence of previous repairs where a blue -colored bonding agent is visible. • Consideration should be given to replace rather than repair the slab based on a cost comparison. RECOMMENDATIONS: Unit 201 • Continue the repairs as per the design plans. • Coordinate with the PT specialist to lock off the required cables. • Provide shoring during repairs as well as to re -shore Unit 301 above. • Provide a cost difference to remove and re -install the existing screen enclosure (with new screens, Florida panels and paint) vs. replacement with a new screen enclosure. Unit 301 • Provide a cost comparison to repair the slab and/or to replace the entire slab. Keep in mind that all of the PT cables will require replacement if the slab is repaired. Page 1 of 3 M L Engineering Inc. Project No.18-153 Client: Building Official: Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Contractor: Phone: (772) 569-1257 Fax: (772) 569-4041 www.mleneineerinuinc.com File Report No. 2 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson —SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark — Structure -Con Mr. Gabriel Efrainsanjaun — Structure Con Mr. Rhris McConnell — Structure Con North Building A looking south. Units 101, 201 & 301 Pic 2 Unit 201 balcony edge. Corroded reinforcing behind the PT anchors which will require locking off the cables and replacing the anchors. Pic 3 Typical PT anchor at slab edge at Unit 201. Note: The end of the PT cable was not cut short enough and both the cable and anchor are corroded. These anchors are also original anchors and are not encapsulated. Corroded reinforcing bars behind the anchor which require repairs or replacement. Page 2 of 3 M L Engineering Inc. Project No. 18-153 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37' Avenue Vero Beach, Florida 32960 Contractor: Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlenaineerineinc.com File Report No. 2 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson —SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell— Structure Con Pic 4 View of the ceiling repairs needed at underside of Unit 301 slab. Areas to be repaired at Unit 201 east slab edge. Page 3 of 3 M L Engineering Ne. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mleneineeringinc. corn PROJECT NAME: CLIENT: CONTRACTOR: Project No. 18-153 Report No. 1 Client: Mr. Gene Ross- Elliott Merrill Building Official: Mr. Carl Peterson-SLC Bldg. Dept. Contractor: Mr. Bob Stark -Structure -Con File Mr. Gabriel Efrainsanjaun-Structure Con Mr. Khris McConnell -Structure Con OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AlA —NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 Ocean Harbor South —Bldg. A Elliott Merrill Community Mgmt. Structure -Con DATE: October 08, 2018 LOCATION: Ft. Pierce, FL PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building Balcony Repairs OBSERVATIONS: Units 201 &301 No work completed at this time Unit 608 Demolition of the deteriorated concrete at the north column was completed, bars cleaned and coated with corrosion inhibitor and column repaired. The concrete was removed at the spilled edge. It appears that is was repaired in the past and the material did not adequately bond with the surrounding original concrete. The exposed reinforcing bars at this area have minimal deterioration but should still be cleaned and coated with the specified corrosion inhibitor. Removal of the deteriorated concrete at the spall at the inside concrete column is in progress to fully expose the corroded reinforcing bars prior to cleaning and coating with corrosion inhibitor. RECOMMENDATIONS: Continue repairs as per the specs by mechanically cleaning all corroded reinforcing bars and coating with the specified corrosion inhibitor prior to applying concrete repair mortar. Lue, P.E. Page 1 of 2 t M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 www.mlenginceringinc.com Project No. 18-153 Report No. 1 Client: Mr. Gene Ross- Elliott Merrill Building Official: Mr. Carl Peterson-SLC Bldg. Dept. Contractor: Mr. Bob Stark -Structure -Con File Mr. Gabriel Efrainsanjaun-Structure Con Mr. Khris McConnell -Structure Con Pic I 8x16 concrete column at the north corner Pic 2 Spall along south balcony edge Pic 3 Spall at concrete column at inside corner Page 2 of 2 M L Engineering Inc. Project No. 18-153 Report No. 2 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson—SLC Bldg. Dept. 2030 3711 Avenue Mr. Andrew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Efrainsanjaun —Structure Con Fax: (772) 5694041 Mr. Khris McConnell — Structure Con www.mlenginecringinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA—NORTH BLDG—BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South —Bldg. A DATE: May 31, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: WORK INSPECTED: Bldg. A —North Building balcony repairs at Units 201 & 301 OBSERVATIONS: Unit 201 • The entire north and most of the east balcony edges require repair. • The reinforcing bars are corroded behind the PT anchors and will require about 8 PT cables at the north slab edge to be locked off and spliced with new anchors. • The spalls at the doors extend under the door tracks, but these may be repaired without having to enter the unit. • The aluminum screen enclosure at Unit 101 below will require removal to repair the slab edge above. (Need an alternate price to replace with a new enclosure.) Unit 301 • There is a significant amount of ceiling spalls at the underside of the Unit 301 floor slab as well as surface spalls. Some of these areas will be full depth repairs if the repairs at the underside coincide with the upper surface spalls. • There are surface spalls along both sliding glass doors. • There is evidence of previous repairs where a blue -colored bonding agent is visible. • Consideration should be given to replace rather than repair the slab based on a cost comparison. RECOMMENDATIONS: Unit 201 • Continue the repairs as per the design plans. • Coordinate with the PT specialist to lock off the required cables. • Provide shoring during repairs as well as to re -shore Unit 301 above. • Provide a cost difference to remove and re -install the existing screen enclosure (with new screens, Florida panels and paint) vs. replacement with a new screen enclosure. Unit 301 • Provide a cost comparison to repair the slab and/or to replace the entire slab. Keep in mind that all of the PT cables viillrequire replacement if the slab is repaired. ;`-I' 47520 STATE OF Page 1 of 3 M L Engineering Inc. Project No. 18-153 Client: Building Official: Contractor: Report No. 2 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell — Structure Con Pic I North Building A looking south. Units 101, 201 & 301 Pic 2 Unit 201 balcony edge. Corroded reinforcing behind the PT anchors which will require locking off the cables and replacing the anchors. Pic 3 Typical PT anchor at slab edge at Unit 201. Note: The end of the PT cable was not cut short enough and both the cable and anchor are corroded. These anchors are also original anchors and are not encapsulated. Corroded reinforcing bars behind the anchor which require repairs or replacement. Consulting Engineers Threshold Inspector 2030 37'^ Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlenaineeringinc.cona File Page 2 of 3 M L Engineering Inc. Project No. 18-153 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37'" Avenue Vero Beach, Florida 32960 Contractor: Phone: (772)569-1257 Fax: (772)569-4041 www.mlenaineerineinc.com File Report No. 2 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark — Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell — Structure Con View of the ceiling repairs needed at underside of Unit 301 slab. Pic 5 Areas to be repaired at Unit 201 east slab edge. Page 3 of 3 M L Engineering Inc. Project No. 18-153 Report No. 3 Consulting Engineers Client: Mr. Gene Ross— Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson — SLC Bldg. Dept. 2030 3r Avenue Mr. Andrew Manero— SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Efrainsanjaun— Structure Con Fax: (772) 569-4041 Mr. Khris McConnell — Structure Con www.mlenaineerineinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY A lA — NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South — Bldg. A DATE: June 20, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building balcony repairs at Units 201 & 301 OBSERVATIONS: Unit 201 & 301 • Decision was made to repair the deteriorated areas instead of replacing the entire balcony slabs. • Demolition is complete and there were 8 PT cables that had to be locked off and spliced at each balcony. There is one splice that is not covered with a protective PVC which is to be placed. • Add 44 bar in the east west direction next to all bars that were cut to accommodate the cable lock off connection. Provide a minimum of 24" lap splice. • Remove miscellaneous abandoned aluminum handrail posts ends that were uncovered in the slab. • Cut ends of bars back to maintain a minimum of 2" concrete cover from slab edges. • Provide plastic chairs under the reinforcing mats to maintain the required concrete coverage RECOMMENDATIONS: If a ready mix concrete is going to be used for the slab pours instead of a Emaco 1061 EX bag mix repair mortar, a suitable bonding agent such as Aquafm is to be used as well as MasterSeal Traffic 1500 polyurethane water proofing system. The ready mix concrete option shall be as follows: 5,000 psi high early strength pump mix Max w/c ratio 0.4 Max slump 5" +/- 1" DCI corrosion inhibitor of 4.0 gal per cu yd Shrinkage compensating agent to be included in mix Concrete shall be tested at a minim of 7 days and 28 days and should have a minimum compressive strength of 4,000 psi prior to stressing PT cables. Page 1 of 3 1, 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.mleneineerineinc.com File Project No. 18-153 Client: Building Official: Contractor: Pic 2 Units 201 & 301 Report No. 3 Mr. Gene Ross— Elliott Merrill Mr. Carl Peterson— SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell — Structure Con Remove old guard rail post anchors and replace with new ss tapcons with plastic protective caps. Page 2 of 3 Project No. 18-153 Report No. 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mleneineerinainc.com Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson —SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark— Stracture-Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell— Structure Con File Page 3 of 3 M L Engineering Inc. Project No.18-153 Report No. 4 Consulting Engineers Client: Mr. Gene Ross — Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson — SLC Bldg. Dept. 2030 37'^ Avenue Mr. Andrew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Efrainsanjaun — Structure Con Fax: (772) 569-4041 Mr. Khris McConnell —Structure Con www.mleneineerinainc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA—NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South —Bldg. A DATE: July 24, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con INSPECTED BY: Mike Lue PROJECT MGR: Khris McConnell WEATHER: Sunny FINAL REPORT Bldg. A —North Building balcony repairs at Units 201, 301 & 608. OBSERVATIONS: Structural repairs to the concrete balconies have been completed and the urethane deck coating has been applied to the entire deck in substantial accordance with the design and permitted plans. Unit 608 Repairs were completed in October 2018. Units 201 & 301 Repairs completed July 2019. RECOMMENDATIONS: The following non-structural miscellaneous items are to be completed: 1. Replace two damaged sections of screening in the screen enclosure of Unit 101. 2. Place sealant at the gap at the top rail and underside of slab. 3. Paint floor slab on grade. 4. Touch up paint the walls where required at Units 201 & 301. 5. Provide aluminum clip angle at the bottom rail to the comer post at Unit 201. 6. Clean slab in front of the east SGD at Unit 201. Page 1 of 2 1' M L Engineering Inc. Project No. 18-153 Consulting Engineers Client: Threshold Inspector Building Official: 2030 371h Avenue Vero Beach, Florida 32960 Contractor: Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineeringinc.com File Report No. 4 Mr. Gene Ross — Elliott Merrill Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Mr. Bob Stark —Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell — Structure Con Pic 2 Unit 301 - Repaired balcony slab. Touch up paint at base of wall. Page 2 of 2 M L Engineering Inc. Project No. 18-153 Report No. 1 Consulting Engineers Client: Mr. Gene Ross- Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson-SLC Bldg. Dept. 2030 3711 Avenue Contractor: Mr. Bob Stark -Structure -Con Vero Beach, Florida 32960 File Mr. Gabriel Efrainsanjaun-Structure Con Phone: (772) 569-1257 Mr. Khris McConnell -Structure Con Fax: (772)569-4041 www.mlenginceringine.com OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY A lA —NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South— Bldg. A DATE: October 08, 2018 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building Balcony Repairs OBSERVATIONS: Units 201 &301 No work completed at this time Unit 608 Demolition of the deteriorated concrete at the north column was completed, bars cleaned and coated with corrosion inhibitor and column repaired. The concrete was removed at the spalled edge. It appears that is was repaired in the past and the material did not adequately bond with the surrounding original concrete. The exposed reinforcing bars at this area have minimal deterioration but should still be cleaned and coated with the specified corrosion inhibitor. Removal of the deteriorated concrete at the spall at the inside concrete column is in progress to fully expose the corroded reinforcing bars prior to cleaning and coating with corrosion inhibitor. RECOMMENDATIONS: Continue repairs as per the specs by mechanically cleaning all corroded reinforcing bars and coating with the specified corrosion inhibitor prior to applying concrete repair mortar. .E. Page 1 of 2 M L Engineering Inc. Project No. 18-153 Report No. 1 Consulting Engineers Threshold Inspector 2030 37'h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www. mleneineerineinccom Client: Mr. Gene Ross- Elliott Merrill Building Official: Mr. Carl Peterson-SLC Bldg. Dept. Contractor: Mr. Bob Stark -Structure -Con File Mr. Gabriel Efrainsmjaun-Structure Con Mr. Khris McConnell -Structure Con Pic I 8x16 concrete column at the north corner Spall along south balcony edge Spall at concrete column at inside comer Page 2 of 2 4 - -'I M L Engineering Inc." Project No. 18-153 Report No. 3 Consulting Engineers Client: Mr. Gene Ross— Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson— SLC Bldg. Dept. 2030 37'h Avenue Mr. Andrew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Efrainsanjaun— Structure Con Fax: (772) 569-4041 Mr. Khris McConnell— Structure Con www.mlengineeringinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA—NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South— Bldg. A DATE: June 20, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A — North Building balcony repairs at Units 201 & 301 OBSERVATIONS: Unit 201 & 301 • Decision was made to repair the deteriorated areas instead of replacing the entire balcony slabs. • Demolition is complete and there were 8 PT cables that had to be locked off and spliced at each balcony. There is one splice that is not covered with a protective PVC which is to be placed. • Add #4 bar in the east west direction next to all bars that were cut to accommodate the cable lock off connection. Provide a minimum of 24" lap splice. • Remove miscellaneous abandoned aluminum handrail posts ends that were uncovered in the slab. Cut ends of bars back to maintain a minimum of 2" concrete cover from slab edges. Provide plastic chairs under the reinforcing mats to maintain the required concrete coverage RECOMMENDATIONS: If a ready mix concrete is going to be used for the slab pours instead of a Emaco 1061 EX bag mix repair mortar, a suitable bonding agent such as Aquafin is to be used as well as MasterSeal Traffic 1500 polyurethane water proofing system. The ready mix concrete option shall be as follows: 5,000 psi high early strength pump mix Max w/c ratio 0.4 Max slump 5" +/- I" DCI corrosion inhibitor of 4.0 gal per cu yd Shrinkage compensating agent to be included in mix Concrete shall be tested at a minim of 7 days and 28 days and should have a minimum compressive strength of 4,000 psi prior to stressing PT cables. Page 1 of 3 M L Engineering Inc. Project No. 18-153 Report No. 3 Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www. mleneineerinainc.com Client: Mr. Gene Ross— Elliott Merrill Building Official: Mr. Carl Peterson— SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun — Structure Con Mr. Khris McConnell — Structure Con File Pic 2 Units 201 & 301 Remove old guard rail post anchors and replace with new as tapcons with plastic protective caps. Page 2 of 3 M L Engineering Iu, . Project No. 18-153 Report No. 3 Consulting Engineers Threshold Inspector 2030 370 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenaincerfinginc.com Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC. Bldg. Dept. Contractor: Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun — Structure Con Mr. Khris McConnell— Structure Con File Page 3 of 3 IF I 1 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 www.mleneineerineine. com Project No.18-153 Client: Building Official: Contractor: File Report No. 1 Mr. Gene Ross- Elliott Merrill Mr. Carl Peterson-SLC Bldg. Dept. Mr. Bob Stark -Structure -Con Mr. Gabriel Efrainsanjaun-Structure Con Mr. Khris McConnell -Structure Con OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY A 1 A — NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT PROJECT NAME: Ocean Harbor South— Bldg. A DATE: October 08, 2018 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building Balcony Repairs OBSERVATIONS: Units 201 &301 No work completed at this time Unit 608 Demolition of the deteriorated concrete at the north column was completed, bars cleaned and coated with corrosion inhibitor and column repaired. The concrete was removed at the spalled edge. It appears that is was repaired in the past and the material did not adequately bond with the surrounding original concrete. The exposed reinforcing bars at this area have minimal deterioration but should still be cleaned and coated with the specified corrosion inhibitor. Removal of the deteriorated concrete at the spall at the inside concrete column is in progress to fully expose the corroded reinforcing bars prior to cleaning and coating with corrosion inhibitor. Continue repairs as per the specs by mechanically cleaning all corroded reinforcing bars and coating with the specified corrosion inhibitor prior to applying concrete repair mortar. Pagel of 2 s M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mleneineerinainc.com Project No. 18-153 Client: Building Official: Contractor: File Report No. 1 Mr. Gene Ross- Elliott Merrill Mr. Carl Peterson-SLC Bldg. Dept. Mr. Bob Stark -Structure -Con Mr. Gabriel Efrainsanjaun-Structure Con Mr. Khris McConnell -Structure Con Pic I 8xl6 concrete column at the north corner Pic 2 Spall along south balcony edge Pic 3 Spall at concrete column at inside comer Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3V Avenue Vero Beach, Florida 32960 Phunc: (772) 569.1257 Fax: (772) 569.4641 www. mlenginceringinc.com Project No. 18-153 Report No. 2 Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson—SLC Bldg. Dept. Mr. Andrew Manure — SLC Bldg. Dept. Contractor: Mr. Bob Stark — Structure -Con Mr. Gabriel Efrainsanjaun —Structure Con Mr. Khris McConnell — Structure Con File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH H WY A 1A — NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South —Bldg. A DATE: May 31, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: FL Pierce, FL CONTRACTOR: Structure -Con PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A —North Building balcony repairs at Units 201 & 301 OBSERVATIONS: Unit 201 • The entire north and most of the east balcony edges require repair. • The reinforcing bars are corroded behind the PT anchors and will require about 8 PT cables at the north slab edge to be locked off and spliced with new anchors. • The spalls at the doors extend under the door tracks, but these may be repaired without having to enter the unit. • The aluminum screen enclosure at Unit 101 below will require removal to repair the slab edge above. (Need an alternate price to replace with a new enclosure.) Unit 301 • There is a significant amount of ceiling spalls at the underside of the Unit 301 floor slab as well as surface spalls. Some of these areas will be full depth repairs if the repairs at the underside coincide with the upper surface spalls. • There are surface spalls along both sliding glass doors. • There is evidence of previous repairs where a blue -colored bonding agent is visible. • Consideration should be given to replace rather than repair the slab based on a cost comparison. RECOMMENDATIONS: Unit 201 • Continue the repairs as per the design plans. • Coordinate with the PT specialist to lock off the required cables.. • Provide shoring during repairs as well as to re -shore Unit 301 above. • Provide a cost difference to remove and re -install the existing screen enclosure (with new screens, Florida panels and paint) vs, replacement with a new screen enclosure. Unit 301 • Provide a cost comparison to repair the slab and/or to replace the entire slab. Keep in mind that all of the FT cables will require replacement if the slab is repaired. ,e�eneeepes °° `q.• •e. �10 47520 .� A. Lue, t.ED�•- . 4- • P: �COft10 s,�SSYONAL e�tO° Page 1 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.rnlenginecrinainc.com Project No. 18-153 Report No. 2 Client: Mr. Gene Ross —Elliott Merrill Building Official: Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark —Structure•Con Mr. Gabriel Efrainsanjaun — Structure Con Mr. Khris McConnell— Structure Con File Pic 1 North Building A looking south. Units 101.201 & 301 Pic 2 Unit 201 balcony edge. Corroded reinforcing behind the PT anchors which will require locking off the cables and replacing the anchors. Pic 3 Typical PT anchor at slab edge at Unit 201. Note: The end of the PT cable was not cut short enough and both the cable and anchor are corroded. These anchors are also original anchors and are not encapsulated. Corroded reinforcing bars behind the anchor which require repairs or replacement. Page 2 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: - (772) 5694041 w%%w. mleneineerine inc. corn Project No. 18-153 Report No. 2 Client: Mr. Gene Ross —Elliott Merrill Building Official: Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark — Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McComell — Structure Con File View of the ceiling repairs needed at underside of Unit 301 slab. Pic 5 Areas to be repaired at Unit 201 east slab edge. Page 3 of 3 1 M L Engineering Inc. Project No. 18-153 Report No. 3 Consulting Engineers Client: Mr. Gene Ross —Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson—SLC Bldg. Dept. 2030 37 ° Avenue Mr. Andrew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Effainsanjaun—Structure Con Fax: (772) 5694041 Mr. Khris McConnell — Structure Con w vw.mleneineerineinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA —NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South — Bldg. A CLIENT: Elliott Merrill Community Mgmt. CONTRACTOR: Structure -Con DATE: June 20, 2019 LOCATION: Ft. Pierce, FL PROJECT MGR: Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Bldg. A — North Building balcony repairs at Units 201 & 301 OBSERVATIONS: Unit 201 & 301 • Decision was made to repair the deteriorated areas instead of replacing the entire balcony slabs. • Demolition is complete and there were 8 PT cables that had to be locked off and spliced at each balcony. There is one splice that is not covered with a protective PVC which is to be placed. • Add #4 bar in the east west direction next to all bars that were cut to accommodate the cable lock off connection. Provide a minimum of 24" lap splice. • Remove miscellaneous abandoned aluminum handrail posts ends that were uncovered in the slab. • Cut ends of bars back to maintain a minimum of 2" concrete cover from slab edges. • Provide plastic chairs under the reinforcing mats to maintain the required concrete coverage RECOMMENDATIONS: If a ready mix concrete is going to be used for the slab pours instead of a Emaco 1061 EX bag mix repair mortar, a suitable bonding agent such as Aquafin is to be used as well as MasterSeal Traffic 1500 polyurethane water proofing system. The ready mix concrete option shall be as follows: 5,000 psi high early strength pump mix Max w/c ratio 0.4 Max slump 5" +/- I" DCI corrosion inhibitor of 4.0 gal per cu yd Shrinkage compensating agent to be included in mix Concrete shall be tested at a minim of 7 days and 28 days and should have a minimum compressive strength of 4,000 psi prior to stressing PT cables. Michael .�fr�ty\UAI�PIP I.CIQI Y }" tPI c Page 1 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37 ° Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 w vw.mlengineeringinc.com Project No. 18-153 Report No. 3 Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun— Structure Con Mr. Khris McConnell — Structure Con File Pic 2 Units 201 & 301 Remove old guard rail post anchors and replace with new ss tapcons with plastic protective caps. Page 2 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37"Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 w vw.mlenaineerineinc.com Project No. 18-153 Report No. 3 Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson — SLC Bldg. Dept. Mr. Andrew Manew — SLC Bldg. Dept. Contractor: Mr. Bob Stark— Structure -Con Mr. Gabriel Efrainsanjaun — Structure Con Mr. Khris McConnell — Structure Con File Page 3 of 3 �4 M L Engineering Inc. Project No. 18-153 Report No. 4 Consulting Engineers Client: Mr. Gene Ross— Elliott Merrill Threshold Inspector Building Official: Mr. Carl Peterson—SLC Bldg. Dept. 2030 37"Avenue Mr. Andrew Manero — SLC Bldg. Dept. Vero Beach, Florida 32960 Contractor: Mr. Bob Stark— Structure -Con Phone: (772) 569-1257 Mr. Gabriel Efrainsanjaun— Structure Con Fax: (772) 569-4041 Mr. Khris McConnell — Structure Con wwv.mlenoineeringinc.com File OCEAN HARBOR SOUTH CONDOMINIUMS 4250 NORTH HWY AIA — NORTH BLDG — BLDG. A UNITS 201, 301, & 608 THRESHOLD INSPECTION REPORT SLC BUILDING PERMIT NUMBER: 1808-0057 PROJECT NAME: Ocean Harbor South— Bldg. A DATE: July 24, 2019 CLIENT: Elliott Merrill Community Mgmt. LOCATION: Ft. Pierce, FL CONTRACTOR: Structure -Con INSPECTED BY: Mike Luc PROJECT MGR: Khris McConnell WEATHER: Sunny FINAL REPORT Bldg. A — North Building balcony repairs at Units 201, 301 & 608. OBSERVATIONS: Structural repairs to the concrete balconies have been completed and the urethane deck coating has been applied to the entire deck in substantial accordance with the design and permitted plans. Unit 608 Repairs were completed in October 2018. Units 201 & 301 Repairs completed July 2019. RECOMMENDATIONS: The following non-structural miscellaneous items are to be completed: 1. Replace two damaged sections of screening in the screen enclosure of Unit 101. 2. Place sealant at the gap at the top rail and underside of slab. 3. Paint floor slab on grade. 4. Touch up paint the walls where required at Units 201 & 301. 5. Provide aluminum clip angle at the bottom rail to the comer post at Unit 201. 6.. Clean slab in front of the east SGD at Unit 201. Michael .anyrrr Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 www.ndeneineerineinc.cont Project No. 18-153 Report No. 4 Client: Mr. Gene Ross — Elliott Merrill Building Official: Mr. Carl Peterson —SLC Bldg. Dept. Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Bob Stark —Structure -Con Mr. Gabriel Efrainsanjaun—Structure Con Mr. Rhris McConnell —Structure Con File Pic 2 Unit 301 - Repaired balcony slab. Touch up paint at base of wall. Page 2 of 2