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Home My WebLink About9400 S OCEAN DR BLDG B - PAPERWORKM L Engineering, Inc. CONSULTING ENGINEER 11 6-43rd Ave. SW VERO BEACH, FLORIDA 32968 Phone (561) 569-1257 Fax (561) 569-4041 OCEAN TOWERS PROJECT NUMBER COPY/FAX TO Mr. Jose Vasquez THRESHOLD INSPECTION REPORT PROJECT NAME Ocean Towers Condominiums CLIENT Ocean Towers Condominiums CONTRACTOR Trimble Contracting, Inc. INSPECTED BY Michael Lue/Angel Miranda St. Lucie County Bldg. Dept Trimble Contracting, Inc. fil 00 -- LDEC W22 DATE 12/14/99 LOCATION Jensen Beach, Florida FOREMAN . Phil Trimble WEA . THER Clear WORK INSPECTED SCANNED 4th floor balcony replacement in progress BY 'St. Lue'o C.-Ounty Reinforcing steel was inspected and the follwing defficeincies were noted: #4 bar is to be added to splice the existing #4 bar which was cut at the north side of the elevator. 2#4 bars to be placed at column band 57 2#4 bars to be placed at column band 53 1#4 bar to be placed at colunnn band 55 2#4 bar to be added at column band 62 1#4 bar to be added at column band 63 2#4 bars to be added at column bamd 65 Per Engineer of Record the mead electrical cans are to remain and bar coated. ACTION REQUIRED All reinf. shall be placed prior to concrete INSPECTOR/ M L Engineering, Inc. CONSULTING ENGINEER 116-43rd Ave. SW VERO BEACH, FLORIDA 32968 Phone (561) 569-1257 Fax (561) 569-4041 PROJECT NUMBER 99-259 COPY/FAX TO Mr. Jose Vasquez OCEAN TOWERS CONDOME14JUMS THRESHOLD INSPECTION REPORT PROJECT NAME Ocean Towers Condominiums CLIENT Ocean Towers Condominiums CONTRACTOR Trimble Contracting, Inc. INSPECTED BY Michael Lue St. Lucie County Bldg. Dept. Trimble contracting, Inc. DATE 12110/99 LOCATION Jensen Beach, Florida FOREMAN Phil Trimble WEATHER Clear SCANNED nV qt I I inie couMy WORK INSPECTED 4th floor balcony replacement in progress Reinforcing steel was being placed but not complete. Corroded reinf. have been removed and the remaining dowels h ave been cleaned and coated. Additonal dowels have been epoxy anchored. The necessary reinforcing was discussed with the contractor and the engineer of record as shown on the permit and as built plan. Ail reinforcing are to be placed as indicated on the plan per the Engineer of Record. The existing corroded metal conduit and junction boxes have been replaced with new pvc conduits, however the new electrical junction boxes are galv. metal and are to be removed and replaced with pvc boxes. ACTION REQUIRED Call for steel inspection when all reinforcing are in place and complete. ��/' -06--e- INSPECTOR/ M L Engineering, Inc. CONSULTING ENGINEER 11 6-43rd Ave. SW VERO BEACH, FLORIDA 32968 Phone (561) 569-1257 Fax (561) 569-4041 PROJECT NUMBER 99-259 COPY/FAX TO Mr. Jose Vasquez St. Lucie County Bldg. Dept. Trimble Contracting, Inc. file PROJECT NAME Ocean Towers Condominiums DATE 12/15/99 CLIENT Ocean Towers Condominiums 1 0 k M ;A LOCATION enSen eac , or a CONTRACTOR Trimble Contracting, Inc. INSPECTED BY Michael Lue/Angel Miranda - ; Is] 1.4 =1 kyj F11 IN Phil Trimble WEATHER Clear BY WORK INSPECTED I St.r Lucie County 4th Floor balconv reDlacement Approximately 12 cu ycls of 5000 psi pump mix with silica fume and corrosion inhibitor was placed. Reinf along the balcony perimter was adjusted to allow for clearance for future hand rail posts. One #4 bar was placed at column band 53 as directed in previous report. 3#5 dowels were placed for the masonry rail wall, one at each end and at center as directed by the Engieer of Record. Slab was placed with as much positive slope as allowed due to the location of the existing reinforcing at the wall line. One test cylinder was taken which was supplied by the Engineer of Record. All concrete was placed in substantial conformance with the design specifications. ACTION REQUIRED INSPE&OR M L Engineering, Inc. CONSULTING ENGINEER 116-43rd Ave. SW VERO BEACH, FLORIDA 32968 Phone (561) 569-1267 Fax (561) 569-4041 PROJECT NUM13ER 99-259 COPY/FAX TO Mr. Jose Vazquez OCEAN TOWERS CONDOMINIUMS THRESHOLD INSPECTION REPORT PROJECT NAME Ocean Towers Condominiums DATE CLIENT Ocean Towers Condominiums CONTRACTOR Trimble Contracting, Inc. INSPECTED BY Michael Lue, P.E. WORK INSPECTED LOCATION St. Lucie County Bldg. Dept. Trimble Contracting, Inc. file DIE l�' npr, 12/23/99 Jensen l31-ach—,F'1'cFH'jaS1.E COUMY, FIL FOREMAN Phil Trimble WEATHER overcast �7vfvp/-, 4th floor baciony Final Punch List The existing aluminum handrails have been re -installed by coring the slab and grouting. All handrail connections have been completed including ends and to intermediate masonry rail wall. Concete curing compound has been placed and ready for waterproof membrane and finish as directed bv the Association. The following item was noted and is to be corected. There is an exposed dowel at the underside of the new slab near the elevator which is to be chipped out and cut back, coated with rust inhibitor and the concrete patched. ACTION REQUIRED See above INSPECTA M L Engineering, Inc. I I 6-43rd Ave. SW Vero Beach, Florida 32968 (561) 569-1257 Fax: (561) 5694041 December 27, 1999 DEC Mr. William Hatcher, Building Official St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Ocean Towers Condominium - Building A Walkway Concrete Restoration 9490 S. Ocean Drive O'C4&& Jensen Beach, Florida 4 & V 5�0 Engineer's Project No. 99-259 "Cie 0007ty Dear Mr. Hatcher: The structural repairs to the 4th floor walkway balcony is complete, and we have performed periodic inspections during construction. Please refer to copies of the attached inspection reports dated from December 10 through December 23, 1999 which were sent to your office after each inspection. To the best of our knowledge the construction has been completed in substantial conformance with the design specifications. If you have any questions, please give us a call. Respectfully, Michael A. Lue;P.E. Consulting E?ngi�,per, cc: Mr. Jose Vazque--, P.E. - Ocean Towers Condominiums 12:24 4078715883 TRIMBLE CONTRAaING -Submit Ai—w Z: to � the.. 4�ft_`4 ;k: pted -by.. SV;:-. LUcie County lk)�%rd 6,1: A-103-3.2 4' A.. .v 1991 Rditio��,- Lon, aLfid Nj*��Aoj 199i 'edition in D MAR .11*, ew OeAfq rj, .J. I IA I- 4K,JEI�m em 6VA w WA LIP Address do type of�cmstruc tion and genera,�' wig , a , , co'O.Mm.60'the requLrementw, )05, gtraj�w4 loads and stability.Lr. o tb*. 8UJA4UV OffieW, Copies, 02)L tvd by t, bo pcojecte Authortkod, q thAt alt*bnetruction activitiej(� wce wlthzl�.*tbia ptoject pldnei and- 13Y. fengineer (-seal) PAGE 01 DEC 2 9 fqW WORKS November 22, 1999 Mr. William Hatcher, Building Official St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Ocean Towers Condominium - Building A Walkway Concrete Restoration 9490 S. Ocean Drive Jensen Beach, Florida Engineer's Project No. 99-259 Dear Mr. Hatcher: M L Engineering, Inc. 11 6-43rd Ave. SW Vero Beach, Florida 32968 (561) 569-1257 Fax: (561) 569-4041 00 Please be advised that M L Engineering, Inc has been retained to perform the Threshold Inspection services for the above referenced project. The scope of the project is limited to the inspection of the rehabilitation and reconstruction of the 4th floor exterior common walkway of Building A only. Our inspections will be based on the attached Project specifications as provided by the Engineer of Record, Mr. Jose Vasquez, P.E. Copies of all inspection reports will be forwarded to your office upon completion of each inspection. Upon final compl&fion of the structural components, a certification of compliance in accordance with the design specifications or as duly noted will be provided. The licenses may be required for your files and are noted as follows: Michael A. Luc, P.E. Professional Engineering No. 47520 Special Inspector Certification No. 1061 If you have any questions, please give us a call. Respectfully', ........ . �1� Michael A. Luc, P.E. Consulting Engineer cc: Mr. Jose Vasquez, P.E. - Ocean Towers Condominiums M L Engineering, Inc. I I 643rd Ave. SW Vero Beach, Florida 32968 (561) 569-1257 Fax: (561) 569-4041 November 22, 1999 Mr. William Hatcher, Building Official St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Ocean Towers Condominium - Building A Walkway Concrete Restoration 9490 S. Ocean Drive Jensen Beach, Florida Engineer's Project No. 99-259 Dear Mr. Hatcher: Please be advised that M L Engineering, Inc has been retained to perform the Threshold Inspection services for the above referenced project. The scope of the project is limited to the inspection of the rehabilitation and reconstruction of the 4th floor exterior common walkway of Building A only. Our inspections will be based on the attached Project specifications as provided by the Engineer of Record, Mr. Jose Vasquez, P.E. Copies of all inspection reports will be forwarded to your office upon completion of each inspection. Upon final completion of the structural components, a certification of compliance in accordance with the design specifications or as duly noted will be provided. The licenses may be required for your files and are noted as follows: Michael A. Lue, P.E. Professional Engineering No. 47520 Special Inspector Certification No. 1061 If you have any questions, please give us a call. 1999 Respectfully, St. j.)cie County %blic %Yc-rKs Michael A. Luc, P.E. Consulting Engineer cc: Mr. Jose Vasquez, P.E. - Ocean Towers Condominiums I ro w (:q mE �uv�m I I I Nov 2 a 1999 /� r I I M L Engineering, Inc. I I 6-43rd Ave. SW Vero Beach, Florida 32968 (561) 569-1257 Fax: (561) 5694041 November 22,1999 Mr. William Hatcher, Building Official St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Ocean Towers Condominium - Building A Walkway Concrete Restoration 9490 S. Ocean Drive Jensen Beach, Florida Engineer's Project No. 99-25 9 Dear Mr. Hatcher: Please be advised that M L Engineering, Inc has been retained to perform the Threshold Inspection services for the above referenced project. The scope of the project is limited to the inspection of the rehabilitation and reconstruction of the 4th floor exterior common walkway of Building A only. Our inspections will be based on the attached Project specifications as provided by the Engineer of Record, Mr. Jose Vasquez, P.E. Copies of all inspection reports will be forwarded to your office upon completion of each inspection. Upon final completion of the structural components, a certification of compliance in accordance with the design specifications or as duly noted will be provided. The licenses may be required for your files and are noted as follows: Michael A. Luc, P.E. Professional Engineering No. 47520 Special Inspector Certification No. 1061 If you have any questions, please give us a call. Respectfully, vl/�� Michael A. Lue, P.E. Consulting Engineer cc: Mr. Jose Vasquez, P.E. - Ocean Towers Condominiums Code Compliance Division Permit Page 1 2300 Virginia Avenue Ft Plerce, FL 34982 Phone: (772) 462-1553 Paic (772) 462-1148 Address OCEAN FDR (Unit#) City/State/Zip IJENSEN BEACH FFL Owner(s) I Inactive -Do Not Use Parcel # 3535-702-0000-000/0 Judscliction F�7 I Zoning Lot # Future Land Use Residential Medium Subdivision Block APPLICATION INFORMATION Add Building Application >> Application Type [Master Permit w/subs Status Expired Activity Type F Conflimation Other - Specify I Permit Type commercial Renovatio Date Applied Taken By FAngela Piemonte Location Date Issued Issued By Manual Valuation Date Finaled Finaled By Job Address cii0r6)&Kh j Expiration CONTACT INFORMATION Add Application Contact >> Contractor Contractor 1 10877 NEEL TRAYCE SUZANNE Name ITRAYCE SUZANNE NEEL Open C ontractor Registration Fonn Property Owner Contractor Business Name COMMERCIAL CONCRETE RESTORATION INC I I Phone Fax Addressi Mobile City/State/Zip Pager Email Sub-Trixle Permit # Sub Trade Permit Status Pe"ItType Taken By Contractor Issued By Company Finaled By Owner/ Buildier Date Applied Finaled Sub -Trade Job Description lssuedF---� Expiration CONSTRUCTION INFORMATION Units MR Floors Buildings Bedrooms # Bathrooms Total Sq. Ft. Minimum Flood Elevation Flood Map Flood Zone FCC Job Description NOC Required E] NOC Received [3 Driveway Permit Setbacks (Actual) in Feet Front F00-0-1 Back F00-0-1 Left Side OF-0-0-1 Right SideFo--ool Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 Permit Page I Address OCEAN DR (Unit#) City I State I Zip JENSEN 13EACH FFL—� oviner(s) I Inactive -Do Not Use Parcel # 13535-702-0000-00010 Jurisdiction [��e County Zoning Lot # Future Land Use I Residential Medium —1 Subdivision I I Block Addillionall info GAVE TO CODE ENF - STILL NEED ENGINEER LETTER TO SIGN FINAL INSP PER BILLY HATCHER 05/14101 MSO*RCVD ENG LETTER RE:INSPECTIONS WILL BE PERSONALLY PERFORMEDOBY ENG FOR THE STEEL ON SLABS, COLUMNS OF BALCONIES OK PEROJ. GUANCH 7/13/98 MS-OTAX ID FOR OCEAN TOWERS A/B 353570100000004/353570200000007 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fm: (772) 462-1148 98060563 Job Inspection Notes Inspections Job Address 19400 OCEAN DR Application Type Activity Type Date Scheduled Priority Status 0 PermitType [Commercial Renovation Other Stores Inspection Area Phone 1(941) 514-4512 1 M� Expiration Date F02/01/2000 Inspector (Code Inspector Date Inspected 100 Threshold/Affidavits 1 100 Threshold/Affidavits 1 140 Construction Rough Framing 1 999 Final Inspection 2 12/2011999 100 Threshold/Affidavits 1 Approved Billy Hatcher 12/20/1999 12/27/1999 100 Threshold/Afridavits I Approved Billy Hatcher 12/2711999 12/15/1999 100 Threshold/Affidavits 1 Approved Billy Hatcher 12/15/1999 12/2311999 100 Threshold/Affidavits 1 Approved Billy Hatcher 12/23/1999 Inspector Comments Jose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 �9- OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACIL FLORIDA PROJECT MANUAL FOR OCEAN TOWERS CONDOMINIUM ASSOCIATION, INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA 34957 (561) 229-2229 XQ5 I OC..N TOWERS CONDOMINIU.'�.---,- 9400 SOUTH OCEAN DRIVE HUMBINSON ISLAND JENSEN BEACK FLORIDA PROJECT MANUAL INDEX CONTRACT DOCUMENTS Standard Form of Agreement Between Owner and Contractor for a Small Project, AIA A105-1993 General Conditions of the Contract for Construction of Small Project, AIA A205-1993 PROJECT SPECMCATIONS PART 1 - GENERAL 1.00 PROJECT SCOPE 1.01 DESCRIPTION OF THE WORK i.o2 SITE ACCESS im COORDINATION 1,04 FIELD INSPECTIONS 1.05 SUBMITTALS 1.06 QUALITY ASSURANCE & WARRANTIES 1.07 DELTVIERY, STORAGE AND HANDLING 1.08 REFERENCES PART2-PRODUCTS 2.00 MANUFACTURERS 2.01 MATERIALS 2.02 ACCESSORIES PART 3 - EXECUTION 3.00 SHORING 3.01 CUTTING, DEMOLITION & PATCHING 3.02 SURFACE PREPARATION 3.03 REINFORCING STEEL REPLACEMENT 3.04 FORMWORK 3.05 MIKING TM —C60N'-0WW7, 51 d*R*W5* 3.06 APPLICATION 3.07 CURING 3.08 CRACK REPAIRS 3.09 ELECTRICAL REPAIRS 3.10 &00#j�NISHING 3.11 CAULK & JOINT SEALANTS Jose F. Vv4uez, P.E., CiU-Studural Engineuing & Consft=don SeMces, (561) 848-5726 Ak _1111111111F AIA Documew A205 General Conditions of the Contract for Construction of a Small Project 1993 SMALL PROJECTS EDITION ARTICLE 1 GENERAL PROVISIONS 1.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, repre- sentations or agreements, either written or oral. The Contract may be amended or modified only by a written modification. 1.2 THEWORK The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, mate- nals, equipment and services provided by the Contractor to ful- fill the Contractor's obligations. 1.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution'and completion of the Work by the Contractor. The Contract Documents are comple- mentary, and what is required by one shall be as binding as if required by all. 1.4 OWNERSHIP AND USE OF ARCHITECTS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Documen�s prepared by the Architect are instruments of the Architect*s service for use solely with respect to this project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. They are not to be used by the Contractor or any Subcontractor, Sub-subconirac- tor or material or equipment supplier for other projects or for additions to this project outside the scope of the Work with- out the specific written consent of the Owner and Architect. ARTICLE 2 OWNER 2.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.1.1 If requested by the Contractor, the Owner shall furnish and pay for a survey and a legal description of the site. 2.1.2 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, m�ements. assessments and charges. 2.2 OWNER'S RIGHT TO STOP THE WORK if the Contractor fails to correct Work which is not in accor- dance with the Contract Documents, the Owner mav direct the Contractor in writing EO stop the Work until the correction is made. 2.3 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry Out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to correct such default or neglect with diligence and promptness, the Owner may, without prejudice to other reme- dies, correct such deficiencies. In such case, a Change Order shall be issued deducting the cost of correction from pay ments due the Contractor. 2.4 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 2.4.1 The Owner reserves.the right to perform construction or operations related to the project with the owner's own forces, and to award separate c ontracts in connection with other por- tions of the project. 2.4.2 The Contractor shall coordinate and cooperate with separate contractors employed by the Owner. 2.4.3 Costs caused by delays or by improperly timed activities or defective construction skall be'borne by tile party respon- sible therefor. ARTICLE 3 3.1 EXECUTION OF THE CONTRACT Execution of the Contract by the Contractor is a representa- tion that the Contractor has visited the site. become familiar with local conditions under which the Work is to be per- formed and correlated personal observations with require- ments of the Contract Documents. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR The Contractor shall carefully study -and compare the Contract Documents with each other and with information furnished bx- the Owner. Before commencing activities, the Contracto r shall: (1) take field measurements and verifi, field conditions: (2) carefully compare this and other information known to OCopi-right 1993 hy The American Institute of Architects. 1�35 %cw York Avenue. Washington. D.C. 20006-5292. Reproduction of the material herein ursubmanual quotation of its provisions with,tul the written permw%nin uf the AIA violate.% the copynght laws (if the United Staics anti will subject the violatur to legal prosecution. AIA DOCUMENT A205 - GENERAL CONDITIONS OF THE CO.%"MCT FOR CONSMUCTION— SMALL PROIECTS EDITION - AIA' - ID1993 - THEAMERICAN INSTmirrF. UP ARCImT.CTS. 1735 NEW YORK AVE.%1:E..NV., WASHINGTO%. D.C. 2(XXX,5292 - WARNING: Unlicensed photocopying violates U.S. copyright laws and Will subject the violator to legal prosecution. A205-1993 1 the Contractor with tile Contract Dot.ments: and (3) prompth. report errors. i . nconsistencies or omissions discOV_ ered to theArchitect. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work. using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construc- tion means, methods. techniques. sequences and procedures, and for coordinating all portions of the Work. 3.3.2 The Contractor, as soon as practicable after award of the Contract. shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Architect will promptly reply to the Contractor in writing if the Owner or the Architect, aiter clue investigation, has reasonable objection to the subcontractors or suppliers listed. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Document's the Contractor shall provide and pay for labor, materials equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. 3.4.2 The Contractor shall deliver. handle, store and install materials in accordance with manufacturers' instructions. 3.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or per- mitted bv the Contract Documents: (2) the Work will be free from def�cts not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Con- tract Documents. 3.6 TAXES The Contractor shall pay sales. consumer. use and similar taxes that are legally required A hen the Contract is executed. 3.7 PERMITS, FEES AND NOTICES 3.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees. licenses and inspections necessary, for proper execution and completion of the Work. 3.7.2 The Contractor shall comply with anti give notices required by agencies having jurisdiction over the Work. If tile Contractor performs Work knowing it to be contrary to laws. statutes. ordinances. building codes,. and rules and regulations without notice to the Architect and Owner. the Contractor shall assume full responsibility for such Work and shall hear the attributable costs. The Contractor shall promptly notify tile Architect in writing of any known inconsistencies in the Contriict Documents with such gmernmental laws, rules and regulations. 3.8 SUBMITTALS The Contractor shall promptly review. approve in.wrifing and submit to the Architect Shop Drawings, Product Data. Samples and similar submittals required by the Contract Docu- ments. Shot) Drawings, Product Data. Samples and similar sub - Millais are not Contract Documents. 3.9 USE OF SITE ' - The Contractor shall confine opemnons at the site to areas permitted by law. ordinances. permus. the Contract Docu- ments and the Owner. 3.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting. fitting or patching required to complete the Work or to make its parts fit together properly. 3.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. 3.12 INDEMNIFICATION To the fullest extent permitted hy law. the Contractor shall indemnify and hold harmless the 6wner, Architect. Architect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses. including but not limited to attorneys' fees. arising out of or resulting from performance of the Work. provided that such claim. dam- age, loss or expense is attributable to bodily injurv, sickness, disease or death, or to injury to or destruction of tangible properry (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or oinissions of the Contractora Sub- contractor, anvone directl%, or indirectly employed by them Or anyone for whose acts they may be liable, regardless of whether or not such claim, damage. loss or expense is caused in part by a party indemnified hereunder. ARTICLE 4 ARCHITECTS ADMINISTRATION OF THE CONTRACT 4.1 The Architect will provide administration of the Contract as described in the Contract Documents. The Architect will have audioritv to act on behalf of the Owner only to the extent provided in tl�le Contract Documents. 4.2 The Architect will visit the site at intervals appropriate cc) the stage of construction to become generally familiar with the progress and quality of the Work. 4.3 The Architect will not have control over or charge of and will not.be responsible for construction means. methods. tech- niques. sequences or procedures. or forsafery precautions and programs in connection with the Work. since these are soleiv the Contractor's responsibility. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 4.4 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment. the Architect will review and certifv the amounts due tile Contractor. 4.5 The Architect will have authority to reject Work that (toes not conform to the Contract Documents. 4.6 The Architect will promptly review and approve or take appropriate action upon ContractoCs submittals such as Shot) Drawings, Product Data and Samples. but only for tile limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. 4.7 Tile Architect will promptly interpret and decide mit. ters concerning performance under and requirements of the AIA DOCUMENT A205 - (;ENFRAI. CONDITIONS OF -nlF CO\71 K%C r FOR CONsrRUcnON— SMALL PROIF.CNEDITION -.MA- - 01"3 - 111E AMERICAN INs"1111-11' OF ARCHITECIs. 1-35 NM' YORKAVI-NVE. N.�.. WANDINGION. D.C. NXK�5292 - WARNING: Unlicensed photocopying 2 A205-1993 violates U.S. corivriallf laws and will suhi��t th� wm.m, t. i—i I I . . r I Contract Documents on wntten req uestu, _�cr the Owner or Contractor. the Contractor for perfo'. , ce of the Work under the Con- tract Documents. 4.8 Interpretations and decisions of theArchitect will be con- sistent with the intent of and reasonabiv inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor. will not show partiality to either and will not be liable for results of interpretations or decisions so tendered in good faith. 4.9 The Architect's duties, responsibilities and limits of authoniry as described in the Contract Documents will not be change� without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. 0;4041114P 183 . FAZIC14-2 I Z 0 1 N WiT111=4 5.1 After execution of the Contract, changes in the Work may be accomplished by Change Order or by order for a minor change in the Woik. The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted according]%. 5.2 A Change Order shall be a written order to the Contractor signed by the Owner and Architect to change the Work, Con- tract Sum or Contract Time. 5.3 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Con- tract Documents. Such changes shall be written orders and shall be binding on the Owner and Contractor. The Contractor shall cam, out such written orders promptly 5.4 if concealed or unknown physical conditions are encoun- tered at the site that differ material]%- from those indicated in the Contract Documents or from those conditions ordinar- ih- found to exist. the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 6 TIME 6.1 Time limits stated in the Contract Documents are of the essence of the Contract. 6.2 If the Contractor is delayed at any time in progress Of the Work by changes ordered in the Work, or by labor dis- putes. fire. unusual delay in deliveries. unavoidable casualties or other causes beyond the Cuntracror*s control, the Contract Time shall be extended by Change Order for such reasonable time as the Architect may �etermine� ARTICLE 7 PAYMENTS AND COMPLETION 7.1 CONTRACTSUM The Contract Sum stated in the Agreement, including audio- nzed adjustments. is the total amount payable by the Owner to 7.2 APPLICATIONS FOR PAYMENT 7.2.1 At least ten days before the date established for each progress payment. the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the values stated in the Agreement. Such application shall be supported by such data substantiating the Contractor's right to payment as the Owner or Architect may reasonably require and reflecting retainage if provided for else- where in the Contract Documents. 7.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Pavment have been previously issued and payments received fi�orn the Owner shall, to the' best of the Contractor's knowledge, information and belief. be free and clear of liens, claims, security interests or other encum- brances adverse to the Owner's interests. 7.3 CERTIFICATES FOR PAYMENT The Architect will, within seven days after receipt of the Con- tractor's Application for Pavment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notifv the Contractor and Owner in writing of theArchiitect's reason's for withholding certification in whole or in part. 7.4 PROGRESS PAYMENTS 7.4.1 After the Architect has issued a Certificate for Payment. the Owner shall make payment in the manner provided in the Contract Documents. 7.4.2 The Contractor shall promptly pay each Subcontractor and material supplier. upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such entities' portion of the Work. 7.4.3 Neither the Owner nor the Architect shall have respon- sibility for the payment of money to a Subcontractor or mater- ial supplier. 7.4.4 A Certificate for Payment, a progress payment. or par- tial or entire use or occupancy of the project by the Owner shall not constitute acceptance of Work rfot in accordance with the requirements of the Contract Documents. 7.5 SUBSTANTIAL COMPLETION 7.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Docu- ments so that the Owner can occupy or utilize the Work for its intended use. 7.5.2 When the Work or designated portion thereof is sub- stantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Docu- merits shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. AIA DOCUMENT A205 - GFNEIL�L CONDITIONS OF TIM CON-1RA(`T FOR CONSTRUCTION— Sst�LLPROTFCTS EDITION -.At&-- 0199,i-THEAMERICAN lNSTrrL-MOrARCIuTEC7I5. 1-35NE'X' YORKAVENUE_N.W.. WASHINGTON. D.C. 2LKXX�5292 - WARNING: Unlicensed photocopying Violates U.S. copyright laws and will Subject the violator to legal prosecution. A205-1993 3 7.6 FINAL COMPLETION AND FINAL,'MYMENT 7.6.1 Upon receipt of a final Application for Payment, the Architect Will inspect the Work. When the Architect finds the Work acceptable and the Contract fully performed, the Archi- tea will promptly issue a final Certificate for Payment. 7.6.2 Final payment shall not become due until the Contrac. tor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract. 7.6.3 Acceptance of final payment by the Contractor, a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 8 PROTECTION OF PERSONS AND PROPERTY 8.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, includ- ing all those required by law in connection with performance of the Contract. The Contractor shall promptly remedy dam- age and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. ARTICLE 9 CORRECTION OF WORK 9.1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the' contract bocuments. The Contractor shall bear the cost of correcting such rejected Work. 9.2' In addition to the Contractor's other obligations including warranties under the Contract, the Contractor shall, for a period of one year after Substantial Completion, correct work not con- forming to the requirements of the Contract Documents. 9.3 If the Contractor fails to correct nonconforming Work Within a reasonable time, the Owner may correct it and the Con- tractor shall reimburse the Owner for the cost of correction. ARTICLE 10 MISCELLANEOUS PROVISIONS 10.1 ASSIGNMENT OF CONTRACT Neither party to the Contract shall assign the Contract as a whole without written consent of the other. 10.2 TESTS AND INSPECTIONS 10.2.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordi- e Printed on Recycled Paper 11193 nances, rules, regulations or orders of public acahoritie-s hav- ing jurisdiction shall be made at an appropriate time. 10.2.2 If the Architect requires additional testing, the Con. tractor shall perform these tests. 10.2.3 The Owner shall pay for tests except for testing Work found to be defective for which the Contractor shall pay. 10.3 GOVERNING LAW The Contract shall be governed by the law of the place where the project is located. ARTICLE 11 TERMINATION OF THE CONTRACT 11.1 TERMINATION BY THE CONTRACTOR If the Owner fails to make payment when due or substantially breaches any other obligation of this Contract, following seven days' written notice to the Owner, the Contractor may termi- nate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, construction equipment and machinery, including reasonable overhead, profit and damages. I T" 11.2 TERMINATION BY THE OWNER 11-2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontr2ctors for materials or labor in accordance With the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having juris. diction; or .4 is otherwise guilty of substantial breach of a provision of the Contract Documents. 11.2.2 Vfhen am, of the above reasons exist. the Owner, after consultation with the Architect. may without prejudice to any other rights or remedies of the dwner and after giving the Contractor and the Contractor's surety. if any, seven days'writ- len notice, terminate employment of the Contractor and ma% - .1 take possession of the site and of all materials thereon owned by the Contractor; .2 finish the Work by whatever reasonable method the Owner may deem expedient. 11.2.3 When the Owner terminates the Contract for one of the reasonsstated in Subparagraph 11.2.1, the Contractor shall not be entitled to receive furEher-payment until the Work is finished. 11.2.4 If the unpaid balance of the Contract Sum exceecis costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Con- tractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. AIA DOCUMENT A205 - GENERAL CONDITIONS OF 'nIE COMMACT FOR CONSTRUCTION— SMAI1.PRQW.C`IS FMITION - ALA" 01993 -THE AXIFRICAN INMnrF OFARCHITECTS, I7,35.NEW 4 A20S-1993 YORK AVENUE, N.W.. WASHINGTON. D.C. 20006-5292 -WARNING: Unlii:ensed P11011000Pying violates U-r- conwl.ht I... ..A III qh� *. I ... I ___...,__ 'lose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACEL FLORIDA PROJECT SPECIFICATIONS FOR OCEAN TOWERS CONDOMINIUM ASSOCIATION, INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA 34957 (561) 229-2229 Ocean Towers Condominiuf, Building Floor Concrete Walkway Restoratiop/Re -Iaieriiint ,p Page I of 20 PART 1 - GENERAL 1.00 PROJECT SCOPE A- LOCATION Ocean Towers Condominium Building A 9400 South Ocean Drive Hutchinson Island Jensen Beach, Florida 34957 (561) 229-2M9 B. CURRENT SITUATION C. In response to the request of the Association, on or about May of 1999, field inspections of the above referenced buildings were conducted by the Mr. Abdel Karim-Conrado, P.E.. The purpose of the inspections was to identify areas of degradation of the concrete structure(s). Based on the results of the inspection, W Karim-Conrado submitted copies of the field data sheets indicating the deteriorated areas at the balconies and walkways. Based on the review of the data sheets by Jose F. Vazquez, P.E., it was determined that typical concrete degradation (e.g., surface deck spall, overhead spall, column spall, overhead beam spall, slab edge spall, and surface cracks) were found throughout the building structure with variation in severity from minor (surface cracks and spalls) to severe (exposed corroded reinforcing steel). The soffit of the Building "A" walkway was identified as one of the areas requiring immediate attention. The Association retained the services of Joso F. Vazquez, P.E. to develop the necessary engineering documents for the restoration ofthe structures and to act as the Asso ciation's agent in the capacity of 'Sngineer of Record" as defined in this proj ect manual. I The term "Owner" is hereby defined as Ocean Towers Condominium Association, Inc. or their duly appointed representative and agents. This term mav be used svnonvmouslv with "Associatiorf'. Jose F Ocean Towers Condomimuf. Building "X'f6urth Floor Concrete Walkway Restoration!Rib&66Q N&x =—b e f 19 - , U999 Page 2 of 20 2. The term "Associatiorf 'is hereby defined as Ocean Towers Condominium Association, Inc. and it's individual owners. This term may be -used synonymously with "Owner". The term 'Trigineer" or "Engineer of Record" are hereby defined as Jose F. Vazquez, P.E. or his duly appointed representative and agents. 4. Where "request", "approval", "satisfactory" and similar words appear, it is the request, approval or satisfaction of the Engineer that is intended. 1.01 DESCRIPTION OF THE WORK A- The scope of work to be performed under the terms of this specification includes furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, replacement and repair of the concrete areas located at the Building "N' third floor walkway soffit. Theworkwill include, but is not limited to, the following elements: 1 . W Removal of deteriorated embedded electrical conduits & components� 6d) and replace with new PVC conduits/components and copper wiring. 4. Disposal of deteriorated concrete, reinforcing steel, construction debris, etc. generated during the course of the work. Surface preparation and installation of repair materials and reinforcing steel as identified by the Engineer. Jose F. Vazquc7, P.E., Civil-ftuctural Fmginecri� & Consbuction Services, (561) 848-5726 Ocean Towers Condommmi' Building "A7V Floor Concrete Walkway RestorationM—Ak�ent Page 3 of 20 9. Application of concrete sealants pMqft��area,; 10. Provide barriers for the protection of the existing elements. 11. Application of stucco finish to all repair surfaces, as required to match existing wall finish. 1.02 SITE ACCESS The building will be fully operational and occupied for the duration of the project. All work required under this Contract shall be performed from the exterior ofthe building except as authorized by the Engineer. 2. The Contractor's access to the site shall be limited from 8:00 A-M to 6:00 P.M.. Monday through Friday, 8:00 A-Mto 4:00 P.M. on Saturday and in accordancewith any applicable regulations by St. Lucie County agencies having jurisdiction in Hutchinson Island and the Association. Work by the Contractor will not be permitted on Sundays or any nationally observed holidays. 3. The Contractor, Subcontractors and their employees shall not be permitted inside any of the Association's buildings and shall be prohibited from using any of the Association's facilities such as restrooms, swimming pool, tennis courts, etc., and shall be confined to those immediate areas necessary to accomplish their work and as designated by the Association. 4. The Contractor shall be responsible to properly supervise his and his Subcontractor employees as to proper language, conduct, dress and noise consistent with the Association's rules & regulations. Alcohol or drugs on the site or any individual or employee under the influence of these substances will not be tolerated and will be grounds for dismissal. 6. The Engineer or the Association shall have the right to require the Contractor or Subcontractors to remove from -the project, with cause, any employee. The Contractor shall provide the Engineer with a Est of all personnel to be employed at thejob site in accordance with the Association's security policy and requirements. Jose F. Vazquez, P.E., Civil -Structural Enguie� & Construction Services, (561) 948-5726 Ocean Towers Condomunur Building "A"Fourth Floor Concrete Walkway Restoration�166&66nt Page 4 of 20 1.03 The Contractor shall-, A- Coordinate scheduling, submittals, and Work of various sections ofthe specifications to ensure efficient and orderly sequence of installation of independent construction elements. B. Coordinate dumpster location, staging and storage requirements withthe Association. The staging area -shall be acceptable to the Association and not interfere with the operation of the facility. C. Coordinate use of on -site utilities (e.g., potablewater and electricity) withthe Owner. The Contractor may use at no cost to the Contractor, water and electricity available on the exterior of the building for the performance ofthe work. Utility requirements beyond those available on site shall be provided by the Contractor at his expense. D. Coordinate access to the site and hours of operation with the Association. E. Coordinate the location of on -site communication acceptable to the Association. The Contractor shall provide a telephone fine or other means of on -site communication for it's use. - F. Provide and coordinate a location, acceptable to the Association, for on -site temporary toilet facilities as required for it's use. G. Coordinate with the Association concerning the delivery and removal of materials, equipment and other items to and from the site. H. Coordinate with. the Association the removal and replacement of exterior doors, sliding glass doors and windows. The Association, at their option, request the installation of new sliding glass doors or windows. New sliding glass doors or windows shall be selected by the Association. 1.04 FIELD INSPECTIONS A- The Engineer will observe and/or inspect all work as he deems necessary to verify that existing site-canditions and substrate surfaces are acceptable for subsequent Work and for general conformance to the contract documents. Surface preparation of all repair areas shall be observed and accepted by the Engineer prior to placement of the repair materials. Work shall not be covered until approved by the Engineer. B. Engineer shall be notified a minimum of 24 hours prior to all observations. C. The Contractor shall verify that utility services are available, of the correct Jose F. Vazqacz, P.E., Civil-Struchnal Enguiecring & Consuuction Services, (561) 848-5726 Ocean Towers Condominim(- Building "N'IL Floor Concrete Walkwy. Restoration!Re�66i6i6nt '1&) 1999 Page 5 of 20 characteristics and in the correct location. D. The Contractor shall inspect upon receipt on site all finished products (e.g.,balusters and railings, doors and frames, shutters, etc.) and assume full responsibility for proper handling and storage. Any damage to delivered and/or stored items as a result of storage or handling shall be at the Contractor's expense. E. The Contractor shall be responsible for inspecting all items to be removed (e.g., railings,- shutters, doors & frames, etc.) and document, via video tape, photoi - sketches, written description, etc., the condition ofthe ftem(s) prior to performing any work in their immediateArea. Any remedy (including replacement) to damage to the item(s) as a result of the work, handling, storage, etc. shall be at the sole expense of the Contractor and to the satisfaction of the Engineer. 1.05 SUBN=ALS A- Contractor shall subn-dt to the Engineer for review and acceptance, concrete mix designs, manufacturer's product information and manufacturer's installation 'instructions for all materials specified prior to proceeding with the Work. & Manufficturers and products shall be considered "or equivalent", as accepted by the Engineer. C. Submit the executed warranty, with authorized signatures (e.g., General Contractor, Construction Company Officer/Owner), after acceptance of the repairs. D. A copy of all required permits, licenses, certificates and approvals shall be delivered to the Engineer and a copy shall be posted in a prominent location at the work site prior to commencement of the work: E. Submit partial and final release of liens as required. 1.06 QUALM ASSURANCE & WARRANTIES A- Contractor Qualifications: Company or individual contractorwith a minimum ofthree (3) years' documented experience acceptable to the Owner. B. Comply with Manufacturer's instructions related to mixing and placing of the materials. C. Protection of work: Protect installed work and prohibit traffic or storage upon repaired, waterproofed, or coated surfaces. D. At project completion, Contractor shall issue a five (5) year warrantv against defective Ocean Towers Condominim, Building "A7'Fourth Floor .......... Concrete Walkway Restoratio eat Page 6 of 20 materials and/or workmanship of Contractor's work. E. Within the Contractor's warranty period, any defective areas shall be repaired -to the satisfaction of the Engineer, at the Contractor's sole expense. Contractor's expense will include all costs for material, equipment and labor as necessary to correct the defective work. This work shall be completed by the Contractor immediately after receiving notification. 1.07 DELIVERY, STORAGE AND HANDLING A- Deliver products in original unopened containers with the manufacturer's name, labels, product identification and batch numbers. B. Store and condition the specified products as recommended by the manufacturer. Products shall remain unopened until ready for use. C. Where mixing of components is required, use complete pre -measured units. 1.08 REFERENCES The following references are incorporated into the specifications. Unless noted otherwise, the specification, standard, etc. listed below shall be the latest revision in effect on the date noted on the Project Manual. A- ACI 301 "Specification for Structural Concrete for Buildings". B. ACI 305 "Hot Weather Concreting". C. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and Placing D. E. F. G. H. 1. K. N.. 0. N Concrete". ACI 308 "Recommended Practice for Curing Concrete". ACI 309 "Guide for Consolidation of Concrete' ACI 311 "Recommended Practice for Concrete Inspection". ACI 318 'Building Code Requirements for Reinforced Concrete". ACI 347 "Recommended Practice for Concrete Formwork". ACI 546R "Concrete Repair Guide'. ACI 614 "Recommended Practice for Measuring, Mixing, and Placing Concrete". ASTM A615 "Standard Specifications for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement". ICRI - Guideline No. 03730, "Surface Preparation for Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion7' Ocean Towers Condominim( -1 Building Floor Concrete Walkwg RestorationIRWacement 0a R9-9 Page 7 of 20 Q. ICRI - Guideline No. 03 73 1, "Guide for Selectii�g Application Methods for the Repair of Concrete Surfaces". R. ICRI - Guideline No. 0373 3, "Guide for Selecting and Specifying Materials for Repair of Concrete Surfaces". S. SSPC - SP6, "Commercial Blast Cleaning7. T. SSPC - SPI I, 'Tower Tool Cleaning to Bare Metar'. PART2-PRODUCTS 2.00 MANUFACTURERS A- Master Builders (Concrete Repair) B. Sonneborn Building Products (Caulk & Joint Sealants) C. Other Manufacturers may be used upon approval of the Engineer. Alternate product data shall include verification that the alternate products are equivalent to the specified Master Builders products listed below. 2.01 MNTERLALLS Subject to compliance with other requirements in this specification, provide the following materials CAS :r 401, Jose F. Vazquez, P.E., Civil-Sftuctural Engineering & Constuction Scrvices, (561) 848-5726 Ocean Towers Condominiu(- Y Building "A"F.6"i'irth Floor Concrete Walkwqy Page 8 of 20 B. CONCRETE CAST -IN -PLACE 1. EMACO S66 CL - Flowable, shrinkage -compensated structural repair concrete. Provide a single component shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed horizontal, vertical or overhead concrete. 2. Aggregate: Shall conform to ASTM C33, aggregate for incorporation with bagged mortar shall be 3/8", well graded and clean. A- SURFACE REPAIR MORTAR 1 EMACO S88 CL - Sprayable, shrinkage -compensated structural repair mortar. ' Provide a single component shrinkage-comperisated, -silica fume modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. 2. SHOT?ATCH 21 — Sprayable silica fume structural shotcrete repair mortar. Provide a single component (prepackaged) shrinkage -compensated, silica fiune modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. B. ANTI -CORROSION & BONDING AGENTS 1. EMACO P-22 - Flexible cementitious rebar coating. Provide polymer modified, cement based coating with corrosion inhibiting admixtureto provide protection for reinforcing steel. 2. EMACO P-�24 - Water based epoxy/cementitious bonding agent and rebar coating. Provide Water based epoxy/cementitious for bonding concrete and mortar to exiting concrete. Also, may be used as a rebar coating system to protect against corrosion. C. WATER 1. Water to be clean and potable free of oil, alkali or other deleterious material. D. PORTLAND CEMENT PLASTER (STUCCO) All CBS masonry and concrete surfaces shall be coated/patched to match existing adjacent surface to the extent practical. Stucco shall be applied after the repair material has cured for the required time. 2. Stucco material shall be Jose F. Vazquez, P Ocean Towers Condominiwr-�) Building Floor Cpncrete Walkway Page 9 of 20 2.02 and/or plastic cement conforming to ASTM C 926. E. REINFORCEMENT 1 Reinforcing steel: ASTM C 615, Grade 60 (Grade 40 for stirrups & ties) billet steel deformed bars. H. DISSHVIILAR MATERIALS - 1 All dissimilar metals and materials shall be adequately isolated. Metal electrkA conduits and components shall be isolated from all structural steel. The Engineer shall be notified of any conditions where proper isolation can not be achieved. 1. CAULKS & JOINT SEALANTS I Caulk & Joint Sealants shall be as manufactured by Sormebom Building Products or approved equal. 2. Interior general purpose acrylic latex caulk shall be "Sonolae' conforming to ASTM C 834. 3. Sealant for exterior vertical or horizontal joints not subject to traffic shall be Sonolastic NP 1, one component gun -grade polyurethane sealant conforming to Federal Specification TT-S-00230C. 4. Sealant for exterior horizontal joints subject to traffi shallbeEpolithPor Epolith G epoxy joint filler. 5. Backer Rod shall be a closed cell foam, non -staining, compatible with sealant and primer and of a resilient nature equal to Sonofoam Backer -Rod. Install in accordance with manufacturer's recommendation as to size required to suit joint width to depth ratio. 6. Solvents, cleaning agents, and other accessory materials shall be as recommended by caulking or sealant manufacturer. 7. Colors for exposed (visible) applications and not subject to painting or covering shall be as selected by Engineer. A- Forms I . Type: Metal or wood sealed to prevent faces from absorbing water from Ocean Towers Condomimu Building "X'Fou�- Floor Concrete Walkway BeL qo#Qnd1'ep t i ii� Page 10 of 20 concrete. 2. Treat with release agent compatible with concrete. 3. Forms shall be rigid, liquid -tight, and conforming to ACI 347R Class A- B. Reinforcing Steel Supports & Spacers Reinforcing steel chaks and spacers shallbe ofnon-ferrous materials or 100% vinyl coated free of rust, nicks, cuts or damage that will expose the metal base. PART 3 - EXECUTION 3.00 SHORING A. Contractor shall provide shoring if necessary, bracing or support for all existing structural elements to remain until all structural modifications have been conitileted B. Shoring shall remain in place until components are adequate to maintain structural loads. 3.01 CUTTING, DEMOLMON & PATCHING A. The Contractor shall be responsible for cutting, demolishing, fitting, and patching all degraded areas of the structure required to complete the Work. The contractor shall not endanger other Work by cutting, excavating, demolishing or otherwise altering other work and shall not cut or alter other Work except with written consent of the Association and Engineer. Costs caused by defective or ill-timed Work shall beborne by the Contractor. B. Cutting, demolition or restoration performed by the Contractor which isimacceptable by the Owner and Engineer shall have such correction or restoration work performed when so instructed. The cost of such Work shall be home by the Contractor for defective Work. C. The Contractor shall not cut or demolish any portion of the building or structural component(s) that may jeopardize the structural integrity or strength of the building or its components without acceptance by the Engineer. D. No holes except for small screws or bolts may be drilled in the beams or other structural members for the purpose of supporting or attaching work without obtaining prior approval from the Association. Jose F. VazWcz, P.E., Civil -Structural Engineering & Constniction Services, (561) 848-5726 Ocean Towers Condominiu� Building "A"E6 Floor Concrete Walkw�_�4estoration!Reojidefikfit Page I I of 20 r-V1 IKI F-79 3.02 SURFACE PREPARATION A- All repair areas shall be prepared in accordance with International Concrete Repair Institute's "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion!' (Guideline No. 03730). This includes but not limited to the following. 1. Concrete edge and surface spall repairs shall be used for those areas identified with spalling and cracking of the concrete, and with a deterioration of the reinforcing of not exceeding 15% of the original bar cross sectional area or 8% of the original bar diameter and as determined by the Engineer. 2. Remove all loose, spalled, and unsound concrete in the area of the deterioration. Removal shall be performed with small pointed tools (e.g., chipping hammers) rather than wide chisel edges to prevent n-dcro cracking and continued spalling ofthe concrete to remain. Chipping hammers shall not be in excess of 15 pound rating. 3. The area of concrete to be removed shall extend along the length of the reinforcing, beyond the Emits of the reinforcing deterioration a minimum of 2" into sound concrete. Care shall be taken not to damage the bond between the non -corroded bar and the sound concrete. W6 4. Concrete shall be removed completely around the reinforcing providing a minimum clearance of I " between the reinforcing and the concrete to remain, where possible. Jose F. Tazq= PX., CivH-Structuzut Endneerinp & Construction Services. (561) 948-5726 Ocean Towers Condomimm Building "X'i.6- .. Floor Concrete Walkway Restoration)R ement Page 12 of 20 5. Provide a 112." minimum depth saw -cut, (iemoiltiowatme�stMAo*ers�,,_*Olglq�W _4(144fto to prevent feathering of the patch material. Do not cut any reinforcing, except as directed and accepted by the Engineer prior to cutting. 7. Loose reinforcement shall be secured in place by tying to other secured bars or by Engineer approved method. 8. Engineer shall determine the necessity of replacing or supplementing reinforcing steel with reduced cross sectional areas caused by corrosion damage. 9. Repair configuration should be kept as simple as possible to minimize boundary edges. 10. Prepare all concrete surfaces to receive the repair material, including the saw - cut, to achieve a surface profile depth of 'A" minimum with a new fractured aggregate surface to adequately anchor the patch material. All bonding inhibiting materials shall be removed by abrasive blasting or high pressure water blasting. 11. Remove all rust and scaling of the reinforcing thoroughly by mechanical means to SSPC-SPI I or sandblasting to SSPC-SPIO. 12. T,T- Thoroughly clean the exposed concrete surface to receive the To Oatrh of all traces of dirt, grease, oil, dust, loose aggregates, and other 13. Pre-soak repair substrate to a saturated surface dry condition. B. BAR COATING AND BONDING Following the completion of the surface preparation, coat all reinforcing steel using one ofthe following two options. All existing and exposed concrete surfaces shall be bonded using option (2) below. I - Apo3ranti-corrosion reinforcing bar coating EMACO P-22 in accordance Ocean Towers Condonumul. Building "N'y Floor Concrete Walkway Restoration/ Page 13 of 20 with the manufacturer's instructions. 2. Apply the epoxy bonding agent EMACO P-24 to the repaired concrete surface in accordance with the manufacturer's instruction. Do not allow the slurry to dry prior to application of the repair material. The slurry bonding coat shall not be retempered. 3.03 REINFORCING STEEL REPLACEMENT A- All reinforcing with deterioration exceeding 15% of the original bar cross sectionil area or 8% of the ori __ bar diameter sha#U be r gp d, as determined and directed by the Engineer. AEf "t? ..... B. Priorto the repair, contractor shall shore, brace and otherwise support, the areato be repaired, until the reinforcing has been replaced and the repair is completed. C. The concrete removal shall be sufficient to achieve a minimum clearance of I " around the existing reinforcing and the new reinforcing, placed beside the existing. D. To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing. E. After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure in place with the wires. F. Where the removal of concrete to achieve the required lap length is not practical as determined by the Engineer, bar development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 6" with Simpson Epoxy -Tie system, or equal. G. Reinforcing steel shall be ASTM A615 Grade 60 minimum (Grade 40 minimum for stirrups & ties). Jose F. Vazquez, P.E., Civil -Structural Engineering & Constuction Services, (561) 848-5726 Ocean Towers Condorniniui� Building "N'F-PuFth Floor Concrete Walkway Restoration?"19� U�pv'. Page 14 of 20 3.04 FORMWORK A- Keep unrestr ained surface area of repair to a minimum. B. Provide outlets to drain presoaking water, access points for placing concrete into forms, and air vents as required. C. Application of repair concrete shall not be less than 1/2" in depth. 3.05 NEDUNG 3-.05A. All mixing shall be in accordance with the manufacturer's instructions and the following recommendations. Where there is a conflict between the manufacturer's instruction and these recornmendation, the manufacturer's instructions shall govern. A- Mechanical mixing is recommended with the use of a slow speed drill and a jiffier type paddle, or in an appropriate mortar mixer. B. Typical mixing time is 3 to 5 minutes. Do not mix longer than 5 minutes. C. Do not add more water than it is recommended by the manufacturer. D. Only that portion of the material that can be properly mixed within 10 minutes of application should be used. 1 2. S Jose F. Vazq=, P.E., Civil-Strucauul Engineenng & Construction Services, (561) 848-5726 Ocean Towers Condominiums Building."k, MIFloor Concrete RestoratioAAM_"��' "'AMMM99 Page 15 of 20 T, M 6 9 FRI 71 wgj— uguaw- na.-i 3.06 APPLICATION A- All repair material shall be applied in accordance with the manuflicturer's instructions. B . Evaporation Retarder Where rapid surface evaporation may occuri in hot, windy conditions, apply evaporation retarder according to the manufacturer's recommendations. C. Finishing- Completed repair surfaces should be straight, true and match eidsting profiles. Do not overwork the surface. F. VazquezP..E.,.CiviI-StntcturaI Engineering& Construction Services, (561) 848-5726 Ocean Towers Condominiu�. Building 'W'Fo-utth Floor Concrete Walkway. Restoratio q'lgqqWM p Page 16 of 20 D. Remove formwork after concrete has hardened sufficiently to permit forms to be removed without damaging concrete, and having achieved 1450 psi compressive st rength, but not less than 24 hours. 3.07 CURING All repaired surfaces must be cured for a minimum. of 5 days with one of the following methods. 3. Wet cure with burleen or wet burlap. 4. Ponding 5— Sheeting material 6. Liquid membrane forming curing compound per manufacturer's recommendations. 3.08 CRACK REPAIRS A- GENERAL I . Crack repairs will be performed for all areas identified by the Engineer. 2. Remove all loose and unsound concrete within and adjacent to the crack. B. CRACK SEALING BY GRAVITY (SURFACE CRACK�) Vee notch the surface of the crack with a mechanical router or hand chipping ,tool to a maximum width of 1/4". 2. Remove loose debris and dust out of cracks and voids by compressed air or other mechanical means as recommended bythe manufacturer. Substratemay be dry or damp prior to product application. 3. If the crack propagates through the slab or beam and where accessibility to the underside of the beam or slab is available, seal all visible cracks with an epoxy resin or portland cement based quick setting compound to act as a dam to hold the liquid epoxy resin adhesive until cured. 4. Fill crack with EMACO S 8 8 CL by trowel method or p our neat (no sa-nd) low viscosity mterial s recommended by manufacturer. 5. Finish the material flush and to match with existing. C. CRACK SEALING BY EPDXY INJECTION Surfaces adjacent to cracks or other areas of application shall be cleaned of Jose F. Vazquez, P.E., Civil-Strumural Engineering & Constraction Services, (561) 948-5726 Ocean Towers Condominiu Building "N' Floor Concrete Walkway, Restoration't ent 2 Page 17 of 20 dirt, dust, oil, and grease or other foreign matter which may be detrimental to. bond of injection surface seal. 2. Entry ports shall be provided along the crack at intervals of not less than the thickness of concrete at that location. 3. Surface seal material shall be applied to the face of the crack between the entry ports. Allow surface seal material to gain strength prior to injection. 4. Equipment for Injection: Provide injection equipmemthat is portable, positive displacement type pump. The pump shall be electric or air powered and shall provide in -line metering and mixing. Equipment shall have the capability of maintaining the volume ratio for the epoxy adhesive within a tolerance of 5% by volume at any discharge pressure up to 160 psi. 5. injection: Shall begin at the lowest entry port and continue until there is an appearance of epoxy adhesive at the next port adjacent to the entry port being pumped. The epoxy injection shall be transferred to the next adjacent port where the adhesive has appeared. Injection shall be performed until cracks are completely filled. 6. Finishing: When cracks are completely filled, epoxy adhesive shall be cured for sufficient time to allow removal of surface seal without any draining or run -back of epoxy adhesive material. SurfiLce seal material and any adhesive runs shall be removed from concrete surfaces. The face of the crack shall be finished flush with concrete, showing no indentations or protrusions caused by placement of entry ports. 7. Ming Cored Holes: After the Work has been accepted by the Engineer, cored holes shall be repaired using a two component bonding agent and a suitable repair mortar. The bonding agent shall be applied to the surfaces ofthe cored holes, followed by application of repair mortar placed by hand trowel, thoroughly rodded and tamped in place, and finished to match color, finish, and texture of existing concrete 3.09 ELECTRICAL REPAIRS A- All electrical work shall be performed by qualified licensed electrical contractors in accordance with the National EIectriCCode and all applicable local Wilding codes, ordinances and regulations. B. Degraded and/or corroded electrical conduits and components embedded in the damaged concrete shall be removed and replaced as directed by the Engineer. C. The electrical wires shall be disconnected and pulled back to the previousjunction box Jose F. Vazq=, PX., Civil-Struchiral Engineering & Constructicm Services, (561) 848-5726 Ocean Towers Condominiu, Building "N'IE Floor Concrete Walkway Restoration./Replacement Page 18 of 20 or electrical fixture box prior to the removal ofthe degraded conduits or components. Deteriorated or damaged wiring shall be replaced with new copper wiring ofthe same or higher ampacity rating (size). D. All new (replaced) electrical conduits shall be'Tigid Non-Metallie' (PVC, Type A, Sch. 40 min.). All new (replaced) electrical fittings, boxes, support clips, etc. shall be PVC and compatible with the "Rigid Non-Metallid" system. I H E. New conduits shall be embedded in the concrete with a I" minimum cover and /2 (min.) clearance from existing concrete surface to ensure repair material completely encases the conduit without air pockets or voids around the conduit. F. Temporary power or provisions shall be made to ensure uninterrupted service to stairwell fights, emergency exit signs, elevators, fire alarms, etc. is maintained. G. Restore all wiring to its original configuration or as required by Code. 11�. HJ U Vi SV Do 01 1�1 &I. I 1� A- B. STUCCO I In areas where new concrete has been placed, and areas adjacent to such areas, install coat of stucco, as required, to fill voids and match the surface and texture of surrounding areas. 2. Exterior use of Portland cement plaster (stucco) shall comply with the application and material requirements of ASTM C 926. The limits of the stucco area affected by the repair shall be saw cut to sound and well bonded stucco. All loose, damaged and degraded stucco shall be removed. 4. Masonry and concrete surfaces on which stucco is applied shall be roughen, cleaned, and damped (without visible sudace water) to the degree required to achieve mechanical bond. Apply bonding agent as required for proper adhesion. Jose F. Vazquez, P.E., Civil-Struchual Engineering & Construction Services, (561) 848-5726 Ocean Towers Condorniniu�,,, Building "N'F Floor Concrete Walkway Restoratio Page 19 of 20 6 5. All concrete surfaces to receive stucco shall be coated with one of the following bonding agents: Weld -Crete, Larsin Products Corps. Polyweld, Chern-Masters Corp. Chernweld, Florida Laboratories. 6. Provide and install expansion joints where provided by original construction. 7. The first coat (base coat) shall be applied to a true surface approximately 1/2 the total thickness. 8. The base coat shall be damp cured for a period of 24 hours (min.). 9. The finish coat shall be applied over a uniformly damp but surface dry base. 10. The stucco shall be kept damp for a period not less than 48 hours. In lieu thereot approved water proofing curing agents may be used. I"I',,',',,, . , , �-- - 7M I I J -'l- -2-41 Mk�flfrdl- 3.11 CAULK & JOINT SEALANTS A- All caulk and joint sealants shall be installed in strict accordance with the manufacturer's instructions and recommendations. Jose F. Vazquez, PE., CM-Stractural Engineering & ConstraWon Services, (561) 948-5726 Ocean Towers Condominiur., �"Q' Building "N't Floor Concrete Walkway RestoratiopM.H-QQ"' p Page 20 of 20 B. After installation, all exposed and visible surfaces shall be thoroughly cleaned and free from damage and defects. All damaged material or defects shall be replaced or corrected at the Contractor's expense. C. The Contractor shall notify the Engineer when the work has been completed and is ready for the Engineer's inspection. D. The Contractor shall ffirnish written warrantee that the work executed under this section is free'from. defects of material and workmanship for a period of 2 (two) - years from date offinal adeeptance of this work, that he will, without delay and at his own expense repair and replace all such defects as may develop during the term ofthis guarantee. OCEAN TOWERS WALKWAY SPEC Rml Jose F. Vazquez, P.E., Civil -Structural Engineering & Consftuction Services, (561) 848-5726 S. stair tower OCEAN TOWERS CONDOMINIUM BUILDING A 4TH FLOOR WALKWAY REPLACEMENT elevator tower replace these sections N. stair tower jose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 keyisedz ey. I) November-.19JIJ.99 OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACI-L FLORIDA PROJECT MANUAL FOR OCEAN TOWERS CONDOMINIUM ASSOCIATION9 INC. 9400 SOUTH OCEAN DRIVE RUTCLUNSON ISLAND - JENSEN BEACH9 FLORIDA 34957 (561) 229-2229 OCL.A TOWERS CONDOMINIUNia' 9400 SOUTH OCEAN DRIVE HUTCBINSON ISLAND JENSEN BEACIL FLORIDA PROJECT MANUAL INDEX CONTRACT DOCUMENTS Standard Form of Agreement Between Owner and Contractor for a Small Project, AIA A105-1993 General Conditions of the Contract for Construction of Small Project, AIA A205-1993 PROJECT SPECIFICATIONS PART1-GENERAL 1.00 PROJECT SCOPE 1.01 DESCRIPTION OF TUE WORK 1.02 SITE ACCESS 1.03 COORDINATION 1.04 FIELD INSPECTIONS 1.05 SUBMITIALS 1.06 QUALITY ASSURANCE & WARRANTIES 1.07 DELIVERY, STORAGE AND HANDLING 1.08 REFERENCES PART2-PRODUCTS 2.00 MANUFACTURERS 2.01 MATERIJALS 2.02 ACCESSORIES PART 3 - EXECUTTON 3.00 SHORING 3.01 CUTTING, DEN40LITION & PATCHING 3.02 SURFACE PREPARATION 3.03 REINFORCING STEEL REPLACEMENT 3.04 FORMWORK 3.05 MDCNG CONCB��' '& L05 B E ��Rt� 3.06 �N& _AIR APPLICATION 3.07 CURING 3.08 CRACK REPAIRS 3.09 ELECTRICAL REPAIRS 3.10 ��FINISHING 3.11 CAULK & JOINT SEALANTS Jose F. Vazquez, P.E., Civil-Struchn-al Engineering & Construction Services, (561) 848-5726 A/A Documew A-905 General Conditions of the Contract for Construction of a Small Project 1993 SMALL PROJECTS EDITION AR71CLE 1 GENERAL PROVISIONS 1.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, repre- sentations or agreements, either written or oral. The Contract may be amended or modified only by a written modification. 1.2 THE WORK The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, mate- nals, equipment and services provided by the Contractor to ful- fill the Contractor's obligations. 1.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution'and completion of the Work by the Contractor. The Contract Documents are comple- mentary, and what is required by one shall be as binding as if required by all. 1.4 OWNERSHIP AND USE OF ARCHITEcrs DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Dcicumen�s prepared by the Architect are instruments of the Architect's service for use solely with respect to this project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. They are not to be used bv the Contractor or anv Subcontractor, �ub-subcontrac- tor or material or equipment supplier for other projects or for additions ED this project outside the scope of the Work with- out the specific written consent of the Owner and Architect. ARTICLE 2 OWNER 2.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.1.1 If requested by the Contractor, the Owner shall furnish and pay for a survey and a legal description of the site. 2.1.2 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, easements, assessments and charges. 2.2 OWNER'S RIGHT TO STOP THE WORK if the Contractor fails to correct Work which is not in accor- dance with the Contract Documents, the Owner mav direct the Contractor in writing to SLOP the Work until the correction is made. 2.3 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to correct such default or neglect with diligence and promptness, the Owner may, without prejudice to other reme- dies, correct such deficiencies. In such case, a Change Order shall be issued deducting the COSE of correction from pay ments due the Contractor. 2.4 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 2.4.1 The Owner reserves the right to perform construction or operations related to the project with the Owner's own forces, and to award separate contracts in connection with other por- tions of the project. 2.4.2 The Contractor shall coordinate and cooperate with separate contractors employed by the Owner. 2.4.3 CONES caused by delav�q or by improperly timed activities or defective construction shall be'bome by the party respon- sible therefor. ARTICLE 3 CONTRACTOR 3.1 EXECUTION OF THE CONTRACT Execution of the Contract bv the Contractor is a representa- tion that the Contractor has visited the site. become familiar With local conditions under which the Work is to be per- formed and correlated personal observations with require- ments of the Contract Documents. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR The Contractor shall carefully study and compare the Contract Documents with each other and w : ith information furnished bv the Owner. Before commencing activities, the Contractor shall: (1) take field measurements and verify field conditions: (2) carefully compare this and other information known to OCupyright 1993 bv The American Inst it ute of Architects. 1�35 New Yc irk Avenue. N V'.. Wa.shinglon. D.C. 20006-5292. Reproduction Elf the mat enal herein or substantial quotation (if its provisions without the written permission of the ALA violate.% the copynght lawl, (if the United States anti will subject the %iolanor ill lepi fun."ution. ALA DOCUMENT A205 - GENERAL CONDITIONS OF THE CONTRAL-T FOR CONSTRUCTION— SSIALL IRCIECTS EDITION - AIA' - 01993 - THE AMERICAN INST[n-17 OF ARCI 11TECTS.. 1-35 NEW YORK AVENCE.N.W., WASHINGTON. D.C. axx�9292 - WARNING: Unlicensed photocopying Violates U.S. Copyright laWS and ivill Subject the violator to legal prosecution. A205-1993 i the Contractor with the Contract Documents: and (3) promptly report errors. inconsistencies or ornismons discov- ered to the Architect. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work. using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construe- tion means, methods. techniques. sequences and procedures, and for coordinating all portions of the Work. 3.3.2 The Contractor, as soon as practicable after award of the Contract. shall furnish in writing EO the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Architect will promptly reply to the Contractor in writing if the Owner or the Archit'ect. afier clue investigation, has reasonable objection to the subcontractors or suppliers listed. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents the Contractor shall provide and pay for labor. materials. equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. 3.4.2 The Contractor shall deliver. handle, store and install materials in accordance with manufacturers' instructions. 3.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment fumished under the Contract will be new and of good quality unless otherwise required or per- mitted bv the Contract Documents; (2) the Work will be free from def�crs not inherent in the quality required or pemitted; and (3) the Work will conform to the requirements of the Con - [met Documeni�s. 3.6 TAXES The Contractor shall pay sales. consumer. use and similar taxes chat are legally required when the Contract is executed. 3.7 PERMITS, FEES AND NOTICES 3.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees. licenses and inspections necessary, for proper execution and completion of the Work. 3.7.2- Tile Contractor shall comph. with and give notices required by agencies having jurisdiction over the Work. if tile Contractor performs Work knowing it to be contrary to laws. statutes. ordinances. building codes. and rules and regulations without notice to the Architect and Owner. the Contractor shall assume full responsibility for.such Work and shall bear the attributable costs. The Contractor shall promptly notify the -Architect in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules and regulations. 3.8 SUBMITTALS The Contractor shall promptly review. approve in writing and submit to the Architect Shop Drawings. Product Data. Samples and similar submittals required by the Contract Docu- merits. Shop Drawings. Product Data. Samples andsinular sub. initials are not Contract Documents. 3.9 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law. ordinances. permits. the Contract Do,u. ments and the Owner. 3.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting. filling or patching required to complete the Work or to make its parts fit together properly. 3.11 CLEANING UP The Conimctor shall keep the premises and surrounding area free from accumulation of debris and trash related it) the Work. 3.12 INDEMNIFICATION To the fullest extent permitted by law. the Contractor shall indemnify and hold harmless the6wner, Architect. Architect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses. including but not limited to attorneys' fees. arising out of or resulting from performance of the Work. provided that such claim. dam- age, loss or expense is attributable to bodily injury, sickness. disease or death, or to injury to or destruction of tangible properry (other than the Work itselfl including loss of use resulting therefrom, but only to the extent caused in whole or in part by negligent acts or oinissions of the Contractor.a Sub- contractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage. loss or expense is caused in part by a party indemnified hereunder. ARTICLE 4 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 4.1 The Architect will provide 2dministration of the Contract as described in the Contract Documents. The Architect will have authorav to act on behalf of the Owner only to the extent provided in the Contract Documents. 4.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progre.ssand quality of the Work. 4.3 The Architect will not have control over or charge of and will notbe responsible for construction means. methods, tech- niques. sequences or procedures, or forsafiety precautions and programs in connection with the \Vork. since these aresoich- the Contractor's responsibility. Tile Architect will not be' responsible for the Contractor's failure to carn, out the Work in accordance with the Contract Document.,. 4.4 Based on the ArChil&CCS observations and evaluations of the Contractor's Applications for Payment. the Architect will reviewarld certift- the amounts due the Contractor. 4.5 The.Axchitw will have authority to rejeci Work that does not conform to the Contract DocumLills. 4.6 The Architect will promptly review and approve or take appropriate action upon Contractor's submittals such as Shop Drawin(�s. Product Data and Sarnple.s. but oil[%. for tile limited purpose of checking for conformance with information given and tile design concept expressed in the Contract Documents. 4.7 The Architect will promptl%. interpret and decide mar. ters concerning performance under and requirements (if the AIA DOCUMEKTA205 - GENFRALCONDMONS OF THECON-IRM.1- FOR CON5l`Rt:Cn0N— SM1.1-ROIE.C17SEDITION -.UA'- 01993-11JEAMERICAN INS1111 'IT OF.-UtClulTM, I_A� NUIA' ORKAVI-NIT.N.W.. WASHIN61 ON. D.C. 2(xx�5292 -WARNING: Unlicensed P11011000pying 2 A205-1993 21-. 1. . __� ... 11, _. .-- .- .- Contract Document% on written request ci� - 'er the Owner or Contractor. /_ 1, the Contractor for perfioi�, Jce of the Work under the Con- traict Documents. 4.8 Interpretations and decisions of the Architect will be con- sisient with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and deci sions. [he Architect will endeavor to secure faithful performance by both Owner and Contractor, will nor show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.9 The Architect's duties, responsibilities and limits of authority as described in the Contract Documents will not be changeci without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. ARTICLE 5 CHANGES IN THE WORK 5.1 After execution of the Contract, changes in the Work may be accomplished by Change Order or by order for a minor change in the Work. The Owner, without invalidating the Contract. may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly 5.2 A Change Order shall be a written order to the Contractor signed by the Owner and Architect to change the Work, Con- traCE Sum or Contract Time. 5.3 The Architect will have authority to order minor changes in the Work nor involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Con- tract Documents. Such changes shall be written orders and shall be binding on the Owner and Contractor. The Contractor shall carry our such written orders, promptly 5.4 if concealed or unknown physical conditions are encoun- tered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinar- ih, found to exist, the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 6 TIME 6.1 Time limits stated in the Contract Documents are of the essence of the Contract. 6.2 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or bv labor dis- putes. fire. unusual delay in deliveries. unavoidable casualties or other causes bevand the Contractor's control, the Contract Time shall be extended by Change Order for such reasonable time as the Architect may �etermine. ARTICLE 7 PAYMENTS AND COMPLETION 7.1 CONTRACT SUM The Contract Sum stated in the Agreement, including autho. rized adjustments, is the total amount payable by the Owner to 7.2 APPLICATIONS FOR PAYMENT 7MI At least ten days before the date established for each progress payment. the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the values stated in the Agreement. Such application shall be supported by such data substantiating the Contractor's right to payment as the Owner or Architect may reasonably require and reflecting retainage if provided for else- where in the Contract Documents. 7Z2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later tl�ian the time of payme'nt. The Contractor further warrants that upon submittal of an Application for Payment. all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or other encum- brances adverse to the Owner's interests. 7.3 CERTIFICATES FOR PAYMENT The Architect will, within seven days after receipt of the Con- ' Application for Payment, either issue to the Owner a tractor s Certificate for Payment, with a copy to the Contractor. for such amount as the Architect determines is properIv due, or notify the Contractor and Owner in writing of the Architect's reason's for withholding certification in whole or in part. 7.4 PROGRESS PAYMENTS 7.4.1 After the Architect has issued a Certificate for Pavmem. the Owner shall make payment in the manner provided in the Contract Documents. 7.4.2 The Contractor shall promptly pay each Subcontractor and material supplier. upon receipt Of payment from the owner. out of the amount paid to the Contractor on account of such entities' portion of the Work. 7.4.3 Neither the Owner nor the Architect shall have respon- sibility for the payment of money to a Subcontractor or mater- ial supplier. 7.4.4 A Certificate for Payment, a progress payment. or par- fial or entire use or occupancy of the project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. 7.5 SUBSTANTIAL COMPLETION 7.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Docu- merits SO that the Owner can occupy or utilize the Work for its intended use. 7.5.2 When the Work or designated portion thereof is sub- stamially complete. the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompany ng the Certificate. Warranties required by the Contract Docu. ments shall commence on the date Of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. AIA DOCUMENT A205 - GFNEI�L CONDITION'S OF TIM C0%TMCT FOR CONSTRUCTIO%— S.%tkU_PR0TF.CTSF1)lT10N - ALA-- 01993-TIIEAMERIC�_N INSTln-MOIrARCIIrrFCrS- 1735NEW YORKAWMT. N.Nt.. WASHINGTON. D.C. 2(xxx�5292 - WARNING: Unlicensed photocopying violates U.S. copyright laws and Will subject the violator to legal prosecution. A205-1993 3 7.6 FINAL COMPLETION AND FINAL'PAYMENT 7.6.1 Upon receipt of a final Application for Payment. the Architect will inspect the Work. When the Architect finds the Work acceptable and the Contract fully performed, the Archi- tect will promptly issue a final Certificate for Payment. 7.6.2 Final payment shall not become due until the Contrac- tor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract. 7.6.3 Acceptance of final payment by the Contractor, a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously Made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 8 PROTECTION OF PERSONS AND PROPERTY 8.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, includ- ing all those required by law in connection with performance of the Contract. The Contractor shall promptly remedy dam- age and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. ARTICLE 9 CORRECTION OF WORK 9.1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the' Contract bocuments. The Contractor shall bear the cost of correcting such rejected Work. 9.2 In addition to the Contracior's other obligations including warranties under the Contract. the Contractor shall, for a period of one year after Substantial Completion. correct work not con- forming to the requirements of the Contract Documents. 9.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner mav correct it and the Con- tractor shall reimburse the Owner for the cost of correction. ARTICLE 10 MISCELLANEOUS PROVISIONS 10.1 ASSIGNMENT OF CONTRACT Neither party to the Contract shall assign the Contract as a whole without written consent of the other. 10.2 TESTS AND INSPECTIONS 10.2.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordi- 0 Printed on Reoded Paper 11193 nances, rules, regulations or orders of public authorities hav- ing jurisdiction shall be made at an appropriate time. 10.2.2 If the Architect requires additional testing, the Con. tractor shall perform these tests. 10.2.3 The Owner shall pay for tests except for testing Work found to be defective forwhich the Contractor shall pay. 10.3 GOVERNING LAW The Contract shall be governed by the law of the place where the project is located. ARTICLE 11 TERMINATION OF TNE CONTRACT 11.1 TERMINATION BY THE CONTRACTOR If the Owner fails to make payment when due or substantially breaches anv other obligation of this Contract, following Seven days' written notice to the Owner, the Contractor may termi. nate the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, construction equipment and machinery, including reasonable overhead, profit and damages. 11.2 TERMINATION BY THE OWNER 11-2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having juris. diction; or .4 is otherwise guilty of substantial breach of a provision of the Contract Documents. 11.2.2 When any of the above reasons e.xisit. the Owner, after consultation wnl� the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the-Contractues surety. if any. seven days' writ- ten notice, terminate employment of the Contractor and D12V: .1 take possession of the site and of all materials thereon owned by the Contractor; .2 finish the Work by whatever reasonable method the Owner may deem expedient. 11 .2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 11.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. 11.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess Shall be paid to the Contractor. If such costs exceed the unpaid balance, the Con. mictor.shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. AIA DOCUMENT A205 - GENERAL CONDITIONS 01"IllE CONTRACT FOR CONSTRUCnoN_ SMALL PROJEC'M FMITON - AIA" 01993 - THEAMMUCAN INSIMIT. OFARCHITECTS. I73S NEW 4 A205-1993 YORK AVENUF N.W.. WASHINGTON, D.C. 20006-5292 - WARNING: Unlicensed.phatocapying Jose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407. (561) 848-5726 OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACI-L FLORIDA PROJECT SPECIFICATIONS 10M OCEAN TOWERS CONDOMINIUM ASSOCIATION9 INC. 9400 SOUTH OCEAN DRIVE HUTCIII[NSON ISLAND JENSEN BEACH, FLOREDA 34957 (561) 229-2229 Ocean Towers Condommium.�- - Building "X'E6dft 2� Floor Concrete Walkwav RestorationlYRep 16V66 a9, LION Page 1 of 20 PART 1 - GENERAL 1.00 PROJECT SCOPE A. LOCATION Ocean Towers Condominium Building A 9400 South Ocean Drive Hutchinson Island Jensen Beach, Florida 34957 (561) 229-2229 B. CURRENT SITUATION In response to the request of the Association, on or about May of 1999, field inspections of the above referenced buildings were conducted by the Mr. Abdel Karint-Conrado, P.E.. The purpose of the inspections was to identify areas of degradation of the concrete structure(s). Based on the results of the inspection, W Karim-Conrado submitted copies of the field data sheets indicating the deteriorated areas at the balconies and walkways. Based on the review of the data sheets by Jose F. Vazquez, P.E., it was determined that typical concrete degradation (e.g., surface deck spall, overhead spall, column spall, overhead beam spall, slab edge spall, and surface cracks) were found throughout the building structure with variation in severity from minor (surface cracks and spalls) to severe (exposed corroded reinforcing steel). The soffit of the Building "A" walkway was identified as one of the areas requiring immediate attention. The Association retained the services of Jose F. Vazquez, P.E. to develop the necessary engineering documents for the restoration ofthe structures and to act as the Association's agent in the capacity of "Engineer of Record" as defined in this project manual. C. DEFINITIONS 1 The term "Owner" is hereby defined as Ocean Towers Condominium Association, Inc. or their- duly appointed representative and agents. This term may be used synonymously with "Associatiorf'. Jose F. Vazauez. P.E.. Civil -structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominium. - Building "N'Fj Floor Concrete Walkwa) F �qq r a� i on/R� 0 1 dc 6 merit g§v �iLedj�g �6 �-1 �N Page 2 of 20 2. The term "Association7' is hereby defined as Ocean Towers Condominium Association, Inc. and it's individual owners. This term may be used synonymouslywith "Owner". 3. The term "Engineer" or "Engineer of Record" are hereby defined as Jose F. Vazquez, P.E. or Iris duly appointed representative and agents. 4. Where "request", 11approval", "satisfactory" and similar words appear, it is the request, approval or satisfaction of the Engineer that is intended. 1.01 DESCRYPTION OF THE WO A. The scope of work to be performed under the terms of this specification includes furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, replacement and repair of the concrete areas located at the Building "A" third floor walkway soffit. Theworkwill include, but is not limited to, the following elements: 1. Removal of deteriorated embedded electrical conduits & component gj u and replace with new PVC conduits/components and copper wiring. 4. Disposal of deteriorated concrete, reinforcing steel, construction debris, etc. generated during the course of the work. 5. Sur -face preparation and installation of repair materials and reinforcing steel as identified by the Engineer. Z69 Ecg�jpi��aftreca�stt b j-��—c&sdctions�6 FL71i k�constru �quialINES,� ��aff-:Ifighwajja�_W@�I�] Jose F Ocean Towers CondominiumF' Building "N'E_ Floor Concrete WalkwaV Restoratior�R'60"Iddleinii'Lt"'nA� )LN6j6.mbR.J9Q1.999 Page 3 of 20 8D ke�&all-origijlal handiails. 9. Application of concrete sealants &yer �efitire_lkwayaRrj lKa 10, Provide barriers for the protection of the existing elements. Application of stucco finish to all repair surfaces, as required to match existing wall finish. 1.02 SM ACCESS 1. The building will be fillly operational and occupied for the duration of the project. All work required under this Contract shall be performed from the exterior ofthe building except as authorized by the Engineer. 2. The Contractor's access to the site shall be limited from 8:00 A.M to 6:00 P.M. Monday through Friday, 8:00 A.M to 4:00 P.M. on Saturday and in accordance with any applicable regulations by St. Lucie County agencies having jurisdiction in Hutchinson Island and the Association. Work by the Contractor will not be permitted on Sundays or any nationally observed holidays. 3. The Contractor, Subcontractors and their employees shall not be permitted inside any of the Association's buildings and shall be prohibited from using any of the Association's facilities such as restrooms, swimn-dng pool, tennis courts, etc., and shall be confined to those immediate areas necessary to accomplish their work and as designated by the Association. 4. The Contractor shall be responsible to properly supervise his and his Subcontractor employees as to proper language, conduct, dress and noise consistent with the Association's rules & regulations. Alcohol or drugs on the site or any individual or employee under the influence of these substances will not be tolerated and will be grounds for dismissal. 6. The Engineer or the Association shall have the right to require the Contractor or Subcontractors to remove from the project, with cause, any employee. 7. The Contractor shall provide the Engineer with a Est of all personnel to be employed at the job site in accordance with the Associatiores security policy and requirements. Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominium�7 I 7 Building "N'Po fthl Floor Concrete Walkwav RestoratioA01a AgLvis6&jq�No�einbe RyL6pj_LI9.'l990 Page 4 of 20 1.03 COORDINATION 1.04 The Contractor shall; A. Coordinate scheduling, submittals, and Work ofvarious sections ofthe specifications to ensure efficient and orderly sequence of installation of independent construction elements. B. Coordinate dumpster location, stagingand storage requirements with the Association. The staging area shall be acceptable to the Association and not interfere with the operation of the facility. C� Coordinate use of on -site utilities (e.g., potablewater and electricity) withthe Owner. The Contractor may use at no cost to the Contractor, water and electricity available on the exterior of the building for the performance of the work. Utility requirements beyond those available on site shall be provided by the Contractor at his expense. D. Coordinate access to the site and hours of operation with the Association. E. Coordinate the location of on -site communication acceptable to the Association. The Contractor shall provide a telephone line or other means of on -site communication for it's use. F. Provide and coordinate a location, acceptable to the Association, for on -site temporary toilet facilities as required for it's use. G. Coordinate with the Association concerning the delivery and removal of materials, equipment and other items to and from the site. H. Coordinate with the Association the removal and replacement of exterior doors, sliding glass doors and windows. The Association, at their option, request the installation of new sliding glass doors or windows. New sliding glass doors or windows shall be selected by the Association. A. The Engineer will observe and/or inspect all work as he deems necessary to verify that existing site conditions and substrate surfaces are acceptable for subsequent Work and for general conformance to the contract documents. Surface preparation of all repair areas shall be observed and accepted by the Engineer prior to placement ofthe repair materials. Work shall not be covered until approved by the Engineer. r C. Engineer shall be notified a minimum of 24 hours prior to all observations. The Contractor shall that utilitv services are available, of the correct Civil -Structural Ocean Towers Condorniniuni�; Building "N' — =otifth Floor Concrete W alkway RestorationlReplaceMe_nt Kv:isejd:�—�'JhiWyirribe -49J§0 Page 5 of 20 characteristics and in the correct location. D. The Contractor shall inspect upon receipt on site all finished products (e.g.,balusters and railings, doors and frames, shutters, etc.) and assume ffill responsibility for proper handling and storage. Any damage to delivered and/or stored items as a result of storage or handling shall be at the Contractor's expense. E. The Contractor shall be responsible for inspecting all items to be removed (e.g., railings, shutters, doors & frames, etc.) and document, via video tape, photos, sketches ' written description, etc., the condition ofthe item(s) prior to performing any work in their immediate area. Any remedy (including replacement) to damage to the item(s) as a result of the work, handling, storage, etc. shall be at the sole expense of the Contractor and to the satisfaction of the Engineer. 1.05 SUBMITTALS A. Contractor shall submit to the Engineer for review and acceptance, concrete mix designs, manufacturer's product information and manufacturer's installation instructions for all materials specified prior to proceeding with the Work. B. Manufacturers and products shall be considered "or equivalenf', as accepted by the Engineer. C. Subrnit the executed warranty, with authorized signatures (e.g., General Contractor, Construction Company Officer/Owner), after acceptance of the repairs. D. A copy of all required permits, licenses, certificates and approvals shall be delivered to the Engineer and a copy shall be posted in a prominent location at the work site prior to commencement of the work. E. Submit partial and final release of Hens as required. 1.06 QUALITY ASSURANCE & WARRANTIES A. Contractor Qualifications: Company or individual contractor with a minimum ofthree (3) years' documented experience acceptable to the Owner. B Comply with Manufacturer's instructions related to mixing and placing of the materials. C. Protection of work: Protect installed work and prohibit traffic or storage upon repaired, waterproofed, or coated surfaces. D . At Contractor shall issue a five Jose F. Vazquez, P.E., Civii-Struerural Engineering & Construction Services, (561) 848-5726 6cean Towers Condominium� Building "N'Fo=urth Floor -77, ------- Concrete Walkway Rest oratio 'placement Page 6 of 20 materials and/or worlananship of Contractor's work. E. Within the Contractor's warranty period, any defective areas shall be repaired to the satisfaction of the Engineer, at the Contractor's sole expense. Contractor's expense will include all costs for material, equipment and labor as necessary to correct the defective work. This work shall be completed by the Contractor immediately after receiving notification. 1.07 DELINERY, STORAGE AND HANDLING 1.08 A. Deliver products in original unopened containers with the manufacturer's name, labels, product identification and batch numbers. B. Store and condition the specified products as recommended by the manufacturer. Products shall remain unopened until ready for use. C. Where mixing of components is required, use complete pre -measured units. The following references are incorporated into the specifications. Unless noted otherwise, the specification, standard, etc. fisted below shall be the latest revision in effect on the date noted on the Project Manual. A. ACI 301 "Specification for Structural Concrete for Buildings". B. ACI 305 "Hot Weather Concreting". C., ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete". D. E. F. G. H. I. J. K EA N 0. N ACI 308 "Recommended Practice for Curing Concrete". ACI 309 "Guide for Consolidation of Concrete" ACI 311 "Recommended Practice for Concrete Inspection". ACI 318 "Building Code Requirements for Reinforced Concrete". ACI 347 "Recommended Practice for Concrete Formwork". ACI 546R "Concrete Repair Guide". ACI 614 "Recommended Practice for Measuring, Mixing, and Placing Concrete". ASTM A615 "Standard Specifications for Deformed and Plain Billet -Steel Bars for Concrete Reinforcemenf'. ICRI - Guideline No. 03730, "Surface Preparation for Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion". 848-5726 Ocean Towers CondorniniumL, Building "A" .' urt F oor Corlicrete Walkwav RestorationYlteoldbetrEiLe� (R�1'.NoV6mbef-KA999 Page 7 of 20 Q. ICRI - GuidelineNo. 0373 1, "Guide for Selecting Application Methods fortheRepair of Concrete Surfaces". K ICRI - GuidelineNo. 03733, "Guide for Selecting and Specifjing Materials forRepair of Concrete Surfaces". S. SSPC - SP6, "Commercial Blast Cleaning". T. SSPC - SPI I, "Power Tool Cleaning to Bare Metal". PART2-PRODUCTS 2.00 AIANUFACTURERS A. Master Builders (Concrete Repair) B. Sonneborn Building Products (Caulk & Joint Sealants) C. Other Manufacturers may be used upon approval of the Engineer. Alternate product data shall include verification that the alternate products are equivalent to the specified Master Builders products listed below. 2.01 MATERLAIS Subject to com Hance with other reguirements in this specification, provide the following �-,, . �11 -17 --, 7-7 materials WrEfid gin FAI 7 51 Jose F. Vazquez, P.E., Civil-Structuml Engineering & Construction Services, (561) 848-5726 Ocean Towers CondominiurrP Building "X'Eahl Floor Concrete Walkway Restoration�aepS&ffieni geVi�e -,J) NbVeer, 19 L149�9901 �d (Rev r�hb Page 8 of 20 B. CONCRETE CAST -IN -PLACE 1. EMACO S66 CL - Flowable, shrinkage -compensated structural repair concrete. Provide a single component shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed horizontal, vertical or overhead concrete. 2. Aggregate: Shall conform to ASTM C33, aggregate for incorporation with bagged mortar shall be 3/8", well graded and clean. A. SURFACE REPAIR MORTAR EMACO S88 CL - Sprayable, shrinkage -compensated structural repair mortar. Provide a single component shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. 2. SHOT`PATCH 21 — Sprayable silica fume structural shotcrete repair mortar. Provide a single component (prepackaged) shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. B . ANTI -CORROSION & BONDING AGENTS EMACO P-22 - Flexible cementitious rebar coating. Provide polymer modified, cementbased coatingwith corrosion inhibiting admixtureto provide protection for reinforcing steel. 2. EMACO P-24 - Water based epoxy/cementitious bonding agent and rebar coating. Provide Water based epoxyleementitious for bonding concrete and mortar to exiting concrete. Also, may be used as a rebar coating system to protect against corrosion. C. WATER Water to be clean and potable free of oil, alkali or other deleterious material. D. PORTLAND CEMENT PLASTER (STUCCO) All CBS masonry and concrete surfaces shall be coated/patched to match existing adjacent surface to the extent practical. Stucco shall be applied after the repair material has cured for the required time. 2. Stucco material shall be Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 . J Ocean Towers Condominiurri- Building"A" o JiFloor Concrete Walkwav RestoratiorRe�ld&mdni hq�jsed ev,-- Page 9 of 20 and/or plastic cement conforming to ASTM C 926. E. REINFORCEMENT I Reinforcing steel: ASTM C 615, Grade 60 (Grade 40 for stirrups & ties) billet steel deformed bars. H. DISSHVJILAR MATERIALS All dissimilar metals and materials shall be adequately isolated. Metal electrical conduits and components shall be isolated from all structural steel. The Engineer shall be notified of any conditions where proper isolation can not be achieved. I. CAULKS & JOINT SEALANTS I Caulk & Joint Sealants shall be as manufactured by Sonneborn Building Products or approved equal. 2. Interior general purpose acrylic latex caulk shall be "Sonolae'conforniing to ASTM C 834. 3. Sealant for exterior vertical or horizontal joints not subiect to traffic shall be Sonolastic NP 1, one component gun -grade polyurethane sealant conforming to Federal Specification TT-S-00230C. 4. Sealant for exterior horizontal joints �ub ject to traffic shall be Epolith P or Epolith G epoxy joint filler. 5. Backer Rod shall be a closed cell foam, non -staining, compatible with sealant and primer and of a resilient nature equal to Sonofoam Backer -Rod. Install in accordance with manufacturer's recommendation as to size required to suit joint width to depth ratio. 6. Solvents, cleaning agents, and other accessory materials shall be as recommended by caulking or sealant manufacturer. 7. Colors for exposed (visible) applications and not subject to painting or covering shall be as selected by Engineer. 2.02 ACCESSORIES A� Forms I . Type: Metal or wood sealed to prevent faces from absorbing water from Jose F. Vazquez. P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominiurr� Building "A"fo-u@0 Floor T ftrae Concrete Walkw ,)y �Llca . Restor o e er., Page 10 of 20 concrete. 2. Treat with release agent compatible with concrete. 3. Forms shall be rigid, liquid -tight, and conforming to ACI 347R Class A. B. Reinforcing Steel Supports & Spacers I Reinforcing steel chairs and spacers shall be ofnon-feffous materials or 100% vinyl coated free of rust, nicks, cuts or damage that will expose the metal base. PART 3 - EXECUTION 3.00 SHORING A. Contractor shall provide shoring if necessary, bracing or support for all existing structural elements to remain until all structural modifications have been completed B. Shoring shall remain in place until components are adequate to maintain structural loads. 3.01 CUTTING, DEMOLITION & PATCHING A. The Contractor shall be responsible for cutting, demolishing, fitting, and patching all degraded areas of the structure required to complete the Work. The contractor shall not endanger other Work by cutting, excavating, demolishing or otherwise altering other work and shall not cut or alter other Work except with written consent of the Association and Engineer. Costs caused by defective or ill-timed Work shall be borne by the Contractor. B. Cutting, demolition or restoration performed by the Contractor which is unacceptable by the Owner and Engineer shall have such correction or restoration work performed when so instructed. The cost of such Work shall be home by the Contractor for defective Work. C. The Contractor shall not cut or demolish any portion of the building or structural component(s) that may jeopardize the structural integrity or strength of the building or its components without acceptance by the Engineer. D. No holes except for small screws or bolts may be drilled in the beams or other structural members for the purpose of supporting or attaching work without obtaining prior approval from the Association. Jose F. Vazc[uez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condomimunz- - Building "N'F �ijhh Floor Concrete Walkway Restoration?Reol�deihefif 77 Page 11 of 20 F7=,. a DO 3.02 SURFACE PREPARATION A. All repair areas shall be prepared in accordance with International Concrete Repair Institute's "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosiorf' (Guideline No. 03730). Thisincludes but not limited to the following. 1. Concreteedge and surface spall repairs shall be used for those areas identified with spalling and cracking of the concrete, and with a deterioration of the reinforcing of not exceeding 15% of the original bar cross sectional area or 8% of the original bar diameter and as determined by the Engineer. 2. Remove all loose, spalled, and unsound concrete in the area of the deterioration. Removal shall be performed'with small pointed tools (e.g., chipping hammers) rather than wide chisel edges to prevent micro cracking and continued spalling ofthe concrete to remain. Chipping hammers shall not be in excess of 15 pound rating. 3. The area of concrete to be removed shall extend along the length of the reinforcing, beyond the limits of the reinforcing deterioration a minimum of 2" into sound -concrete. Care shall be taken not to damage the bond-between- 4. Concrete shall be removed completely around the reinforcing providing a minimum clearance of I " between the reinforcing and the concrete to remain, where possible. Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers CondonumunZ.- 'Lb F I o o r Building "X' . r 777--" Concrete Walkw e r e cement eI Page 12 of 20 5. Provide a I/z" minimum depth saw -cut, perpendicular or slightly underctit o L_ if ifi6 k6�seaii.tN &el�� to prevent feathering of the patch material. Do not cut any reinforcing, except as directed and accepted by the Engineer prior to cutting. r6l 7. Loose reinforcement shall be secured in place by tying to other secured bars or by Engineer approved method. 8. Engineer shall determine the necessity of replacing or supplementing reinforcing steel with reduced cross sectional areas caused by corrosion damage. 9. Repair configuration should be kept as simple as possible to minin&e boundary edges. 10. Prepare all concrete surfaces to receive the repair material, including the saw - cut, to achieve a surface profile depth of 1/8" minimum with a new fractured aggregate surface to adequately anchor the patch material. All bonding inhibiting materials shall be removed by abrasive blasting or high pressure water blasting. 11. Remove all rust and scaling of the reinforcing thoroughly by mechanical means to SSPC-SPI I or sandblasting to SSPC-SPIO. 12. Thoroughly clean the exposed concrete surface to receive the i6p r1_73 I _ �a�if material hgtt� of all traces of dirt, grease, oil, dust, loose aggregates, and other 13. Pre-soak repair substrate to a saturated surface dry condition. B. BAR COATING AND BONDING Following the completion of the surface preparation, coat all reinforcing steel using one ofthe following two options. All existing and exposed concrete surfaces shall be bonded using option (2) below. 1 . Apply anti -corrosion reinforcing bar coating EMACO P-22 in accordance Jose F. Vazqaez, P.E., Civil -Structural Enginc�nn & Construction Services, (561) 848-5726 Ocean Towers Condomi Building "A"E" Floor Concrete IA'4!&w e drit M Restoratio gy ,se � 1� I — M*-, Page 13 of 20 with the manufacturer's instructions. 2. Apply the epoxy bonding agent EMACO P-24 to the repaired concrete surface in accordance with the manufacturer's instruction. Do not allow the slurry to dry prior to application of the repair material. The slurry bonding coat shall not be retempered. 3.03 REINFORCING STEEL REPLACEMENT A. All reinforcing with deterioration exceeding 15% of the original bar cross sectional area or 8% of the o#,p * A bar diameter shall be replaced, as determined and directed by the Engineer. Wfl-� L �mper�atu B. Prior to the repair, contractor shall shore, brace and otherwise support, the area to be repaired, until the reinforcing has been replaced and the repair is completed. C. The concrete removal shall be sufficient to achieve a minimum clearance of I " around the existing reinforcing and the new reinforcing, placed beside the existing. D. To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a minimum of 12" beyond the deterioration into sound concrete to permit splicing of the reinforcing. E. After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure in place with the wires. F. Where the removal of concrete to achieve the required lap length is not practical as determined by the Engineer, bar development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 6" with Simpson Epoxy -Tie system, or equal. Lei, Reinforcing steel shall be ASTM A615 Grade 60 minimum (Grade 40 minimum for stirrups & ties). Ocean Towers Condonu*m*urne.� Building "N'Eourth Floor Concrete Walkway Restoration4dolitbemeni, )k�Lsed,@Lej.J1 -No �efijbbrJ9 1999. Page 14 of 20 ,-I 3. 94'- 3.04 FORMWORK A. Keep unrestrained surface area of repair to a minimum. B. Provide outlets to drain presoaking water, access points for placing concrete into forms, and air vents as required. C. Application of repair concrete shall not be less than 1/2" in depth. 3.05 NI]XING E051A All mixing shall be in accordance with the manufacturer's instructions and the following recommendations. Where there is a conflict between the manufacturer's instruction and these recommendation, the manufacturer's inkructions shall govern. A. Mechanical mixing is recommended with the use of a slow speed drill and a jiffier type paddle, or in an appropriate mortar mixer. B. Typical mbicing time is 3 to 5 minutes. Do not mix longer than 5 minutes. C. Do not add more water than it is recommended by the manufacturer. D. Only that portion of the material that can be properly mixed within 10 minutes of application should be used. F4 �eklectl ro o' tiofiq�fh�,notmal,wei r � - . 1 12 777= 21 rovi econcrete,td.l�h�-f6il6�hng.-'cnt-- R. eriw Jose F. Vazquez, P.E., Civil-Stiuctural En&eering & Construcfion Services, (561) 848-5726 Ocean Towers Condominium� Building "N' =01irth Floor Concrete Walkway RestoratioA60k-e-in',e Rg�jsed'(ReL-i� y6mber 19 LJ �99 9 � -1 No. Page 15 of 20 KOR 91 0 DJ 5 r 1 2 -all accor ance- se ion gEe au surfraqesjo, t _e 6 new ner FA lyjk�t -Arrild ,p) ��r__ IiiMistercuief 00i� 3.06 APPLICATION A- All repair material shall be applied in accordance with the manufacturer's histructions. B. Evaporation Retarder: Where rapid surface evaporation may occur, in hot, windy conditions, apply evaporation retarder according to the manufacturer's recommendations. C. Finishing: Completed repair surfaces should be straight, true and match existing profiles. Do not over -work the surface. Jose F. Vazquez, P.E., Civil -Structural EngincerLmg & Construction Services, (561) 848-5726 Ocean Towers Condominium. - Building "N' 6u4 Floor Fr777= Concrete Walkway RestorationMeblii6elhe` �-- 1. --- - B��wsLed .W,LJ).E(�vember- 19�,. Page 16 of 20 D. Remove formwork after concrete has hardened sufficiently to permit forms to be removed without damaging concrete, and having achieved 1450 psi compressive strength, but not less than 24 hours. 3.07 CURING All repaired surfaces must be cured for a minimum of 5 days with one of the following methods. 3. Wet cure with burleen or wet burlap. 4. Ponding 5. Sheeting material 6. Liquid membrane forming curing compound per manufacturer's recommendations. 3.08 CRACK REPAIRS A. GENERAL Crack repairs will be performed for all areas identified by the Engineer. 2. Remove all loose and unsound concrete within and adjacent to the crack. B. CRACK SEALING BY GRAVITY (SURFACE CRACKS) Vee notch the surface of the crack with a mechanical router or hand chipping tool to a maximum width of 1/4". 2. Remove loose debris and dust out of cracks and voids by compressed air or other mechanical means as recommended by the manufacturer. Substratemay be dry or damp prior to product application. If the crack propagates through the slab or beam and where accessibility to the underside of the beam or slab is available, seal all visible cracks with an epoxy resin or �ortland cement based quick setting compound to act as a dam to hold the liquid epoxy resin adhesive until cured. 4. Fill crack with EMACO S 88 CL-by trowel method or pour neat (no sand) low viscosity material as recommended by manufacturer. - 5. Finish the material flush and to match with existing. C. CRACK SEALING BY EPDXY INJECTION Surfaces adjacent to cracks or other areas of application shall be cleaned of Jose F. Vazquez, P.E., Civil-Stractural Engineering & Congraction Services, (561) 848-5726 Ocean Towers CondominituL—' Building "N' E'd��qh� Floor Concrete Walkwav RestorafionYR�tl vr_ 'Vise embek",,12, Page 17 of 20 dirt, dust, oil, and grease or other foreign matter which may be detrimental to bond of injection surface seal. 2. Entry ports shall be provided along the crack at intervals of not less than the thickness of concrete at that location. 3. Surface seal material shall be applied to the face of the crack between the entry ports. Allow surface seal material to gain strength prior to injection. 4. Equipment for Injection: Provide injection equipment that is portable, positive displacement type pump. The pump shall be electric or air powered and shall provide in -line metering and mixing. Equipment shall have the capability of maintaining the volume ratio for the epoxy adhesive within a tolerance of 5% by volume at any discharge pressure up to 160 psi. 5. Injection: Shall begin at the lowest entry port and continue until there is an appearance of epoxy adhesive at the next port adjacent to the entry port being pumped. The epoxy injection shall be transferred to the next adjacent port where the adhesive has appeared. Injection shall be performed until cracks are completely filled. 6. Finishing: When cracks are completely filled, epoxy adhesive shall be cured for sufficient time to allow removal of surface seal without any draining or run -back of epoxy adhesive material. Surface seal material and any adhesive runs shall be removed from concrete surfaces. The face of the crack shall be finished flush with concrete, showing no indentations or protrusions caused by placement of entry ports. 7. Filling Cored Holes: After the Work has been accepted by the Engineer, cored holes shall be repaired using a two component bonding agent and a suitable repair mortar. The bonding agent shall be applied to the surfaces of the cored holes, followed by application of repair mortar placed by hand trowel, thoroughly rodded and tamped in place, and finished to match color, finish, and texture of existing concrete 3.09 ELECTRICAL REPAIRS A. All electrical work shall be performed by qualified licensed electrical contractors in accordance with the National Electric Code and all applicable local building codes, ordinances and regulations. B. Degraded and/or corroded electrical conduits and components embedded in the damaged concrete shall be removed and replaced as directed by the Engineer. C. The electrical wires shall be disconnected and pulled back to the previousjunction box Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominiun�_ Building "X'F' Floor Concrete Walkway RestorationK�lacetften' Page 18 of 20 or electrical fixture box prior to the removal ofthe degraded conduits or components. Deteriorated or damaged wiring shall be replaced with new copper wiring ofthe same or higher ampacity rating (size). D. All new (replaced) electrical conduits shall be'Tigid Non -Metallic" (PVC, Type A, Sch. 40 min.). All new (replaced) electrical fittings, boxes, support clips, etc. shall be PVC and compatible with the "Rigid Non-MetaHic7' system. E. New conduits shall be embedded in the concrete with a 1 " minimum cover and 1/2" (min.) clearance from existing concrete surface to ensure repair material completely encases the conduit without -air pockets or voids around the conduit. F. Temporary power or provisions shall be made to ensure uninterrupted service to stairwell lights, emergency exit signs, elevators, fire alarms, etc. is maintained. G. Restore all wiring to its original configuration or as required by Code. M 3.10 KVQ� FMSYIING 0 B. STUCCO In areas where new concrete has been placed, and areas adjacent to such areas, install coat of stucco, as required, to fill voids and match the surface and texture of surrounding areas. 2. Exterior use of Portland cement plaster (stucco) shall comply with the application and material requirements of ASTM C 926. 3. The limits of the stucco area affected by the repair shall be saw cut to sound and well bonded stucco. All loose, damaged and degraded stucco shall be - -removed. --- - - 4. Nbsonry and concrete surfaces on which stucco is applied shall be roughen, cleaned, and damped (without visible surface water) to the degree required to achieve mechanical bond. Apply bonding agent as required for proper adhesion. Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condommiuir.,.�� Building Floor Concrete Walkway Restoratioid/Roplib6fi6fit C Page 19 of 20 5. All concrete surfaces to receive stucco shall be coated with one of the following bonding agents: Weld -Crete, Larsin Products Corps. Polyweld, Chem -Masters Corp. Chemweld, Florida Laboratories. 6. Provide and install expansion joints where provided by original construction. 7. The first coat (base coat) shall be applied to a true surface approximately 1/2 the total thickness. 8. The base coat shall be damp cured for a period of 24 hours (min.). 9. The finish coat shall be applied over a uniformly damp but surface dry base. 10. The stucco shall be kept damp for a period not less than 48 hours. In lieu thereof, approved water proofing curing agents may be used. 7� C] ffi&D BERRI 3.11 CAULK & JOINT SEALANTS A. All caulk and joint sealants shall be installed in strict accordance with the manufacturer's instructions and recommendations. Jose F. Vazquez, RE., Civil-Stiuctural Enginccring & Construction Services, (561) 848-5726 Ocean Towers Condonuruurr.,.� Building."N' oiLfthFloor r;.— Concrete Walkway Restoration7116blib6inent �,..Novernbek-,L9 ][990, Page 20 of 20 B. After installation, all exposed and visible surfaces shall be thoroughly cleaned and free from damage and defects. All damaged material or defects shall be replaced or corrected at the Contractor's expense. C. The Contractor shall notify the Engineer when the work has been completed and is ready for the Engineer's inspection. D. The Contractor shall furnish written warrantee that the work executed under this section is free from defects of material and workmanship for a period of 2 (two) years from date of final acceptance of this work, that he will, without delay and at his own expense repair and replace all such defects as may develop during the term ofthis guarantee. OCEAN TOWERS WALKWAY SPEC R�I Jose F. Vazquez, P.E., Civil -Structural Engineering& Construction Services, (561) 848-5726 Jose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 kievij� i-November 1�'�'09'q OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACI-I, FLORIDA EXHIBIT "A"' - DRAWINGS FOR OCEAN TOWERS CONDOMINIUM ASSOCIATION� INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEAC% FLORIDA 34957 (561) 229-2229 S. stair tower 14 4 OCEAN TOWERS CONDOMINIUM BUILDING A 4TH FLOOR WALKWAY REPLACEMENT elevator tower replace these sections ItligIR? N. stair tower Jose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACI-I, FLORIDA PROJECT MANUAL 1010 -OCEAN TOWERS CONDOMINIUM ASSOCIATION, INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIUDA 34957 (561) 229-2229 OCEAN TOWERS CONDOMINIMi'�- 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA PROJECT MANUAL INDEX CONTRACT DOCUMENTS Standard Form of Agreement Between Owner and Contractor for a Small Project, AIA A105-1993 General Conditions of the Contract for Construction of Small Project, AIA A205-1993 PROJECT SPECMCATIONS PARTI-GENERAL 1.00 PROJECT SCOPE 1.01 DESCRIPTION OF THE WORK 1.02 SITE ACCESS 1.03 COORDINATION 1.04 FIELD INSPECTIONS 1.05 SUBMITTALS 1.06 QUALITY ASSURANCE & WARILNNTIES 1.07 DELrvERY, STORAGE AND HANDLING 1.08 REFERENCES PART2-PRODUCTS 2.00 MANUFACTURERS 2.01 MATERIALS 2.02 ACCESSORIES PART 3 - EXECUT70N 3.00 SHORING 3.01 CUTTING, DEMOLITION & PATCHING 3.02 SURFACE PREPARATION 3,03 REINFORCING STEEL REPLACEMENT 3.04 FORMWORK 3.05 MD(ING ERR EONCRETE TM 10513 3.06 APPLICATION 3.07 CURING 3.08 CRACK REPAIRS 3.09 ELECTRICAL REPAIRS 3.10 ��FINISHING 3.11 CAULK & JOINT SEALANTS Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 AIA Documeytt A-905 General Conditions of the Contract for Construction of a Small Project 1993 SMALL PROJECTS EDITION F-1AIN111=51 GENERAL PROVISIONS 1.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, repre- sentations or agreements, either written or oral. The Contract may be amended or modified only by a written modification. 1.2 THEWORK The term "Work" means the construction and services required by the Contract Documents, and includes all other labor, maEc- nals, equipment and services provided by the Contractor to ful- fill the Comirrictor's obligations. 1.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution'and completion of the Work by the Contractor. The Contract Documents are comple- mentary, and what is required by one shall be as binding as if required by all. 1.4 OWNERSHIP AND USE OF ARCHITECTS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Dcicumen�s prepared by the Architect are instruments of the Architect*s service for use solely With respect to this project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. They are not to be used by the Contractor or any Subcontractor, Sub-subcontrac- for or material or equipment supplier for other projects or for additions to this project outside the scope of the Work with- out the specific written consent of the Owner and Architect. ARTICLE 2 OWNER 2.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.1.1 If requested by the Contractor, the Owner shall furnish and pay for a survey and a legal description of the site. 2.1.2 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, easements, assessments and charges. 2-2 OWNER'S RIGHT TO STOP THE WORK if the Contractor fails to correct Work which is not in accor- dance with the Contract Documents, the Owner may direct the Contractor in writing to stop the Work until the correction is made. 2.3 OWNER'S RIGHT TO CARRY OUT THE WORK if the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to correct such default or neglect With diligence and promptness, the Owner may' without prejudice to other reme- dies, correct such deficiencies. In such case, a Change Order shall be issued deducting the cost of correction from pay ments due the Contractor. 2.4 OWNER'S RIGHT TO PERFORM CONSTRU AND TO AWARD SEPARATE CONTRACTS 2.4.1 The Owner reserves the right to perform construction or operations related to the project with the Owner's own forces, and to award separate contracts in connection with other por- tions of the project. 2.4.2 The Contractor shall coordinate and cooperate with separate contractors employed by the Owner. 2.4.3 Costs caused by. delays or by improperly timed activities or defective construction shall be borne by the party respon- sible therefor. ARTICLE 3 CONTRACTOR 3.1 EXECUTION OF THE CONTRACT Execution of the Contract bv the Contractor is a representa- tion that the Contractor has visited the site. become familiar With local conditions under which the Work is to be per- formed and correlated personal observations with require- ments of the Contract Documents. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished b%- the Owner. Before commencing activities, the Contracto r shall: (1) take field measurements and veriA, field conditions: (2) carefully compare this and other information known to OCopynght 1993 hv The American Institute of Architects. 1�35 xvw %'ork Aventle. N.W.. Wa�hmgton. D.C. 20006-5292. Reproduction of the material herein or submantial quotation of its fmavtsiori without the written perntission of the A" violate.% the copyright law,% of the United State% and will subject the %loialor (0 lepi prosecution. JUA DOCUMENT A205 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION— SNIA11 PRQIECTS EDITION - AIA" 01993 - THE AINIERICAN INSTITIT-M. OF ARCHITECTS. 1735 NEW YORKAVENUE. N.W.. WASHINGTON. D.C. 2LXXX�5292 - WARNING: Unlicensed photocopying violates U.S. copyright laws and Will subject the violator to leg8i prosecution. A205-1993 1 the Contractor with Elie Contract Documents: and (31 promptly report errors. I . ncorimstencies or onlissions discov- ered to the Architect. 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work. using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construic- ticin means, methods. techniques. sequences and procedures, and for coordinating all portions of the Work. 3.3.2 The Contractor, US Soon as practicable after award of the Contract. shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Architect will promptly reph, to the Contractor in writing if the owner or the Architect. ai�ter due investigation, has reasonable objection to the subcontractors or suppliers listed. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents ' the Contractor shall provide and pay for labor. materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. 3.4.2 The Contractor shall deliver. handle, store and install materials in accordance with manufacturers' instructions. 3.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or per- mitted b%, the Contract Documents: (2) the Work will be free from def�cts not inherent in the quality required or permitted: and (3) the work will conform ED the requirements of the Con- tract Documents. 3.6 TAXES The Contractor shall Pay sales. consumer. use and similar taxes that are legally required when the Contract is executed. 3.7 PERMITS, FEES AND NOTICES 3.7.1 The Contractor shall obtain and pay for tile building permit and other permits and governmental fees. licenses and inspections, necessary for proper execution and completion of the Work. 3.7.2 Tile Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If tile Contractor performs Work knowing it to be contrary to laws. statutes. ordinances. building codes. and rules and regulations without notice to the Architect and Owner. the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly noofi, the Architect in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules and regulations. 3.8 SUBMITTALS The Contractor shall promptly review. approve in writing and submit to Elie Architect Shop Drawings, Product Data. Samples and similar submittals required by the Contract Docu- merits. Shop Drawings, Product Data, Samples and shnilarsub- Initials are not Contract Documents. 3.9 USE OF SITE The Contractor shall confine operations at the site ill areas permitted bv law, ordinances. permits. the Contract Docu- menLs and & Owner. 3.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting. fitting or patching required to complete the Work or to make its part.% fit together properly. 3.11 CLEANING UP The Contractor shall keep the premv�cs and surrounding area free from accumulation of debris and trash related to the Work. 3.12 INDEMNIFICATION To the fullest extent permitted by law. the Contractor shall indemnify and hold harmless the6wner, Architect. Architect's consultants and agents and employees of any of them from and against claims. damages, losses and expenses. including but not limited to attorneys' fees. arising out of or resulting from performance of the Work. provided that such claim, dam- age, loss or expense is attributable Lo bodily injurv, sickness. disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss of use resulting therefrom, but only to the extent caused in whole or in part by ne, gligent acts or clinissions of the Contractor.a Sub- contractor, anyone directIv or indirectly emploved by them or anyone for whose acts they mav be liable, regardless of whether or not such claim, damage. loss or expense is caused in part by a party indemnified hereunder. ARTICLE 4 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 4.1 The Architect will provide administration of the Contract as described in the Contract Documents. The Architect %N ill have audioritv to act on behalf of the Owner oniv to the extent provided in t�e Contract Documents. 4.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work. 4.3 The Architect will not have control Over or charge of and will not.be responsible for consmction means. methods. tech. niques. sequences or procedures. or for Safety precautions and programs in connection with the Work. since these are solelv the Contractor's responsibility. The Architect will not he' responsible for the Contractor's failure to carn, out the Work in accordance with the Contract Documents. 4.4 Ba.sed on the Architect's observations and evaluations of the Contractor's Applications for Payment. the Architect will reviewand certift, the amounts due Elie Contractor. 4.5 The Architect will have authoritv to reject Work that does not conform to the Contract Documents. 4.6 The Architect will prompdy review and approve or take appropriate action upon Contractor's submittals such US Shop Drawings. Product Data and Samples. but oil[%. for Elie limited purpose of checking for conformance with information given anti the design concept expressed in tile Contract Documents. 4.7 The Architect will promptly interpret and decide mat. ters concerning performance under and requirements of the AIA DOCUMENT A205 - (;F.\i:RAI. CONDITIONS OF TIIH CON -I RM.7 FOR CONSnl:cnO.\'— SMAIIA-R011'.CIN'RDITION -MA-01993 -11 IF NNIERIC&N 1-31 NIN' NORKMINI E. NA'.. WASHIS6110N. D.C. 2()(X�5292 - WARNING: Unlicensed phot0copying 2 A205-1993 11 Q 1 -A —ill .l. .�_ — I --- I Contract Documents on written request o� - .!-er the Owner or Contractor. 11-1 the Contractor for perfa, ce of the Work under the Con- tract Documents. 4.8 Interpretations and decisions of the Architect will be con- SISEent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and deci sions ' the Aschitect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.9 The Architect's duties, responsibilities and limits of authoritv as described in the Contract Documents will not be changed without written consent of the Owner. Contractor and Architect. Consent shall not be unreasonably withheld. ARTICLE 5 CHANGES IN THE WORK 5.1 After execution of the Contract, changes in the Work may be accomplished by Change Order or by order for a minor change in the Work. The Owner, without invalidating the Contract, may order changes in the Work Within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. 5.2 A Change Order shall be a written order to the Contractor signed by the Owner and Architect to change the Work, Con- tract Sum or Contract Time. 5.3 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Con- tract Documents. Such changes shall be written orders and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. 5.4 If concealed or unknown physical conditions are encoun- tered at the site that differ maleriallv from (hose indicated in the Contract Documents or from il�ose conditions ordinar- i1v found to exist. the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 6 TIME 6.1 Time limits stated in the Contract Documents are of the essence of the Contract. 6.2 If the Contractor is delaved at any time in progress of the Work by changes ordered in the iork, or by labor dis- puEes. fire, unusual delay in deliveries. unavoidable casualties or other causes bevond the Contractor's control, the Contract Time shall be extended by Change Order for such reasonable time as�rhe Architect may determine. ARTICLE 7 PAYMENTS AND COMPLETION 7.1 CONTRACT SUM The Contract Sum stated in the Agreement, including audit)- rized adjustments. is the total amount payable by the Owner to 72 APPLICATIONS FOR PAYMENT 7.2.1 At least ten days before the date established for each progress payment. the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the values stated in the Agreement. Such application shall be supported by such data substantiating the Contractor's right to payment as the Owner or Architect may reasonably require and reflecting retainage if provided for else- where in the Contract Documents. 7.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Pavment have been previously issued and payments received from the Owner shall. to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or other encum- brances adverse to the Owner's interests. 7.3 CERTIFICATES FOR PAYMENT The Architect will, within seven days after receipt of the Con- tractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properlv due, or notifir the Contractor and Owner in writing of theArchitect's reason's for withholding certification in whole or in part. 7.4 PROGRESS PAYMENTS 7.4.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner provided in the Contract Documents. 7.4.2 The Contractor shall promptly pay each Subcontractor and material supplier. upon receipt 4 payment from the Owner. out of the amount paid to the Contractor on account of such entities' portion of the Work. 7.4.3 Neither the Owner nor the Architect shall have respon- sibility for the payment of money to a Subcontractor or mater- ial supplier. 7.4.4 A Certificate for Payment. a progress payment. or par- tial or entire use or occupancv of the project by the Owner shall not constitute acceptan'�e of Work -not in' accordance with the requirements of the Contract Documents. 7.5 SUBSTANTIAL COMPLETION 7.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Docu. ments so that the Owner can occupy or utilize the Work for its intended use. 7.5.2 When the Work or designated portion thereof is sub- stantialiy complete. the Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying [he Certificate. Warranties required by the Contract Docu- ments shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. AIA DOCUMENT A205 - GFNER�l CONDITIONS OFTIIE CONTRACT FOR CONMUCTION— S%tA11PR0iF.CrS EDITION -.-JA- - 01993 - T11EAMERICAN INSITM-M OFARCHITTiCTS. 1735NEW YORKAVE.NIT N.W.. WASHINGT0%. D.C. 21)(0�5292 - WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. A205-1993 3 7.6 FINAL COMPLETION AND FINAL PAYMENT 7.6.1 Upon receipt of a final Application for Pavment. the Architect will inspect the Work. Nnen the Architec't finds the Work acceptable and the Contract filly performed, the Archi- tect will promptly issue a final Certificate for Payment. 7.6.2 Final payment shall not become due until the Conirac- tor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract. 7.6.3 Acceptance of final payment by the Contractor, a Sub- contractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 8 PROTECTION OF PERSONS AND PROPERTY 8.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, includ- ing all those required by law in connection with performance of the Contract. The Contractor shall promptly remedy dam- age and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. ARTICLE 9 CORRECTION OF WORK 9.1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of th� Contract 'Documents. The Contractor shall bear the cost of correcting such rejected Work. 9.2 In addition to the Contractor's other obligations including warranties under the Coniract, the Contractor shall, for a period of one year after Substantial Completion. correct work not con- forming to the requirements of the Contract Documents. 9.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it and the Con. tractor shall reimburse the Owner for the cost of correction. - ARTICLE 10 MISCELLANEOUS PROVISIONS 10.1 ASSIGNMENT OF CONTRACT Neither party to the Contract shall assign the Contract as a whole without written consent of the other. 10.2 TESTS AND INSPECTIONS 10.2.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordi- @ Printed on Rectcled Paper 11/93 nances. rules, regulations or orders of public authorities hav- ing jurisdiction shall be made at an appropriate time. 10.2.2 If the Architect requires additional testing, the Con- tractor shall perform these tests. 10.7-3 The Owner shall pay for tests except for testing Work found to be defective for which the Contractor shall pay. 10.3 GOVERNING LAW The Contract shall be governed by the law of the place where the project is located. ARTICLE 11 TERMINATION OF THE CONTRACT 11.1 TERMINATION BY THE CONTRACTOR If the Owner fads to make payment when' due or substantially breaches any other obligation of this Contract, following seven days' written notice to the Owner, the Contractor may termi- Date the Contract and recover from the Owner payment for Work executed and for proven loss with respect to materials, equipment, tools, construction equipment and machinery, including reasonable overhead, profit and damages. 11.2 TERMINATION BY THE OWNER 11-2.1 The Owner may terminate the Contract if the Contractor: .1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcohtractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having juris- diction; or .4 is otherwise guilty of substantial breach of a provision of the Contract Documents. 11.2.2 When any of the above reasons exist. the Owner, after consultation %ith the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety. if any, seven days' wriE- ten notice, terminate.employment of the Contractor and may: .1 take possession of the site and of all materials thereon owned by the Contractor; .2 finish the Work by whatever reasonable method the Owner may deem expedient. 11.2.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph 11.2. 1, the Contractor shall not be entitled to receive further payment until the Work is finished. 11.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Con- tractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. ALA DOCUMENT A205 - GENERAL OONDrnONS OF TI IE CON'TRACT FOR CONSTRUCTION — SMALL PR(IIECTS FI)MON - ALA-' 01993 -THE AMF1UC4N INSTM-a.OFARCHITECTS. 1735 NEW 4 A205-1993 YORK AVFNUF N.W.. WASHINGTOX, D.C. 20006-5292 - WARNING: Unlicensedpholt0c0pying Jose F. Vazquez, PE. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 OCEAN TOWERS CONDOMMIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACEL FLORIDA PROJECT SPECIFICATIONS MIRI OCEAN TOWERS CONDOMINIUM ASSOCIATION, INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA 34957 (561) 229-2229 Ocean Towers Condorniniumb Building "X'FZdrPh Floor Concrete Walkwav RestorationYltepl4c �emen� se ev N6v&rfiber-j 2J.919 Pagel of20 PART I - GENERAL 1.00 A- LOCATION Ocean Towers Condominium Building A 9400 South Ocean Drive Hutchinson Island Jensen Beach, Florida 34957 (561) 229-2229 B. CURRENT SITUATION C. In response to the request of the Association, on or about May of 1999, field inspections of the above referenced buildings were conducted by the Mr. Abdel Karim-Conrado, P.E.. The purpose of the inspections was to identify areas of degradation of the concrete structure(s). Based on the results of the inspection, W Karim-Conrado submitted copies of the field data sheets indicating the deteriorated areas at the balconies and walkways. Based on the review of the data sheets by Jose F. Vazquez, P.E., it was determined that typical concrete degradation (e.g., surface deck spall, overhead spall, column spall, overhead beam spall, slab edge spall, and surface cracks) were found throughout the building structure with variation in severity from minor (surface cracks and spalls) to severe (exposed corroded reinforcing steel). The soffit of the Building "N' walkway was identified as one of the areas requiring immediate attention. The Association retained the services of Jose F. Vazquez, P.E. to develop the necessary engineering documents for the restoration ofthe structures and to act as the Association's agent in the capacity of 'Engineer of Record" as defined in this proj ect manual. The term "Owner" is hereby defined as Ocean Towers Condominium Association, Inc. or their duly appointed representative and agents. This term may be used synonymously with "Association". M8-zo 126 Ocean Towers Condominiumb' - Building "A"NZill Floor Concrete Walkway RestorationMeplacemcht Page 2 of 20 2. The term "Association7' is hereby defined as Ocean Towers Condomirrium Association, Inc. and it's individual owners. This term may be used synonymously with "Owner". 3. The term "Engineer" or 'Engineer of Record" are hereby defined as Jose F. Vazquez, P.E. or his duly appointed representative and agents. 4. Where "request", "approval", "satisfactory" and similar words appear, it is the request, approval or satisfaction of the Engineer that is intended. 1.01 DESCRUMON OF THE WORK A. The scope of work to be performed under the terms of this specification includes furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, replacement and repair of the concrete areas located at the Building "N'third floor walkway soffit. The work will include, but is not limited to, the following elements: I . 0 3. Removal of deteriorated embedded electrical conduits & component , e�' 9- iundtiori-boxd,��and lijht�ffid and replace with new PVC conduits/components and copper wiring. 4. Disposal of deteriorated concrete, reinforcing steel, construction debris, etc. generated during the course of the work. 5. Surface preparation and installation of repair materials and reinforcing steel as identified by the Engineer. L�-7 7= 1 1 � �� Fdrin�ifi&Le—c4t the � removed �Ledt —'i6nTsbY w—ajI—kw"ayL]J Civil-Structurd Engineerine & Construction Services, (561) 848-5726 Ocean Towers Condommiumb �J Building"N' .6driliFloor Concrete Walkway Restoration�*�h ve Page 3 of 20 �8 9. Application of concrete sealants6vef ent* ' wal!gALay ire �A �ezd 10. Provide barriers for the protection of the existing elements. 11. Application of stucco finish to all repair surfaces, as required to match existing wall firrish. 1.02 SITE ACCESS I The building will be fully operational and occupied for the duration ofthe project. All work required under this Contract shall be performed from the exterior ofthe building except as authorized by the Engineer. 2. The Contractor's access to the site shall be limited from 8:00 AM to 6:00 P.M. Monday through Friday, 8:00 A.Mto 4:00 P.M. on Saturday and in accordance with any applicable regulations by St. Lucie County agencies having jurisdiction in Hutchinson Island and the Association. Work bythe Contractor will not be permitted on Sundays or any nationally observed holidays. 3. The Contractor, Subcontractors and their employees shall not be permitted inside any of the Association's buildings and shall be prohibited fi7om using any of the Association's facilities such as restrooms, swimming pool, tennis courts, etc., and shall be confined to those immediate areas necessary to accomplish their work and as designated by the Association. 4. The Contractor shall be responsible to properly supervise his and his Subcontractor employees as to proper language, conduct, dress and noise consistent with the Association's rules & regulations. Alcohol or drugs on the site or any individual or employee under the influence of these substances will not be tolerated and will be grounds for dismissal. 6. The Engineer or the Association shall have the right to require the Contractor or Subcontractors to remove from the project, with cause, any employee. 7. The Contractor shall provide the Engineer with a Est of all personnel to be employed at thejob site in accordance with the Association's security policy and requirements. Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominium�� Buil ing "A" ourt oor Concrete W estoratiorillkeolace-rnLn� 6q& Page 4 of 20 1.03 The Contractor shall; A. Coordinate scheduling, submittals, and Work of various sections of the specifications to ensure efficient and orderly sequence of installation of independent construction elements. B Coordinate dumpster location, staging and storage requirements with the Association. The staging area shall be acceptable to the Association and not interfere with the operation of the facility. C. Coordinate use of on -site utilities (e.g., potable water and electricity) with the Owner. The Contractor may use at no cost to the Contractor, water and electricity available on the exterior of the building for the performance of the work. Utility requirements beyond those available on site shall be provided by the Contractor at his expense. D. Coordinate access to the site and hours of operation with the Association. E. Coordinate the location of on -site communication acceptable to the Association. The Contractor shall provide a telephone fine or other means of on -site communication for it's use. F. Provide and coordinate a location, acceptable to the Association, for on -site temporary toilet facilities as required for it's use. G. Coordinate with the Association concerning the delivery and removal of materials, equipment and other items to and from the site. H. Coordinate with the Association the removal and replacement of exterior doors, sliding glass doors and windows. The Association, at their option, request the installation of new sliding glass doors or windows. New sliding glass doors or windows shall be selected by the Association. 1.04 FTELD INSPECITONS A. The Engineerwill observe and/or inspect all work ashe deems necessary to verifythat existing site conditions and substrate surfaces are acceptable for subsequent Work and - for general conformance to the contract documents. Surface preparation of all repair areas shall be observed and accepted by the Engineer prior to placement of the repair materials. Work shall not be covered until approved by the Engineer. B. Engineer shall be notified a minimum of 24 hours prior to all observations. C. The Contractor shall verify that utility services are available, of the correct Jose F. Vazc[uez, P.R. Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominiumb Building "N' oor Concrete Walkwav Restoratior�Re�licefti6fii Page5 of`20 characteristics and in the correct location. D. The Contractor shall inspect upon receipt on site all finished products (e.g.,balusters and railings, doors and frames, shutters, etc.) and assume fill! responsibility for proper handling and storage. Any damage to delivered and/or stored items as a result of storage or handling shall be at the Contractor's expense. E. The Contractor shall be responsible for inspecting all items to be removed (e.g., railings, shutters, doors & frames, etc.) and document, via video tape, photos, sketches, written description, etc., the condition ofthe item(s) prior to performing any work in their immediate area. Any remedy (including replacement) to damage to the item(s) as a result of the work, handling, storage, etc. shall be at the sole expense of the Contractor and to the satisfaction of the Engineer. 1.05 SUBMITTALS A. Contractor shall submit to the Engineer for review and acceptance, concrete mix designs, manufacturer's product information and manufacturer's installation instructions for all materials specified prior to proceeding with the Work. B. Manufacturers and products shall be considered "or equivalenf" as accepted by the Engineer. C. Submit the executed warranty, with authorized signatures (e.g., General Contractor, Construction Company Officer/Owner), after acceptance of the repairs'. D. A copy of all required permits, licenses, certificates and approvals shall be delivered to the Engineer and a copy shall be posted in a prominent location at the work site prior to commencement of the work. E. Submit partial and final release of liens as required. 1.06 QUALITY ASSURANCE & WARRANTIES A- Contractor Qualifications: Company or individual contractor with a minimum ofthree (3) years' documented experience acceptable to the Owner. B. Comply with Manufacturer's instructions related to mixing and placing of the materials. C. Protection of work: Protect installed work and prohibit traffic or storage upon repaired, waterproofed, or coated surfaces. D. Atproject completion, Contractor shall issue afive (5) yearwarranty against defective Jose F. Vazouez. P.E.. Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condomintumb Building Floor ---------- ConcreteWalkwayRestoratio pladefti6rit Xe Page 6 of 20 materials and/or worlananship of Contractor's work. E. Within the Contractor's warranty period, any defective areas shall be repaired to the satisfaction of the Engineer, at the Contractor's sole expense. Contractor's expense will include all costs for material, equipment and labor as necessary to correct the defective work. This work shall be completed by the Contractor immediately after receiving notification. 1.07 DELIVERY, STORAGE AND EANDLING 1.08 A. Deliver products in original unopened containers with the manufacturer's name, labels, product identification and batch numbers. B. Store and condition the specified products as recommended by the manufacturer. Products shall remain unopened until ready for use. C. Where mixing of components is required, use complete pre -measured units. The following references are incorporated into the specifications. Unless noted otherwise, the specification, standard, etc. fisted below shall be the latest revision in effect on the date noted on the Project Manual. A. ACI 301 "Specification for Structural Concrete for Buildings". B. ACI 305 "Hot Weather Concreting". C. ACI 304 "Recommended Piactice for Measuring, Mixing, Transporting, and Placing Concrete". D. E. F. G. H. -K. 0. ACI 308 "Recommended Practice for Curing Concrete". ACI 309 "Guide for Consolidation of Concrete" ACI 311 "Recommended Practice for Concrete Inspection". ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 347 "Recommended Practice for Concrete Formwork". ACI 546R "Concrete Repair Guid&'. ACI 614 "Recommended Practice for Measuring, Mixing, and Placing Concrete". ASTM A615 "Standard Specifications for Deformed and Plain Billet -Steel Bars for Concrete Reinforcemenf '. ICRI - Guideline No. 03730, "Surface Preparation for Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion". N Ocean Towers Condominiums Building "N' 0 Floor Concrete Walkwav Restoratiolf/k6placerneni 't '', "— -1� -Ir ---- -� � � — &e vember 19- 1994' 3 �ed(Apv. 1).No_. Page 7 of 20 Q. ICRI - GuidelineNo. 0373 1, "Guide for Selecting Application Methods fortheRepair of Concrete Surfacee'. R. ICRI - GuidelineNo. 03733, "Guide for Selecting and Specifying Materials forRepair of Concrete Surfaces". S. SSPC - SP6, "Commercial Blast Cleaning". T. SSPC - SPI I, 'Tower Tool Cleaning to Bare Metar'. PART 2 - PRODUCTS 2.00 ALANUFACTURERS A. Master Builders (Concrete Repair) B. Sonneborn Building Products (Caulk & Joint Sealants) C. Other Manufacturers may be used upon approval of the Engineer. Alternate product data shall include verification that the alternate products are equivalent to the specified Master Builders products listed below. 2.01 MATERULS Subject to compliance with other requirements in this specification, provide the following materials aij 67eiinigg appzW6�v�d WA r1i 151 Jose F. Vazquez, P.E., Civil -Structural Engineering & Constmction Services, (561) 848-5726 Ocean Towers Condommiumb Building "N'f' L6�h Floor Concrete Walkwav RestorationMpla6biii6rif Page 8 of 20 B. CONCRETE CAST -IN -PLACE 1. EMACO S66 CL - Flowable, shrinkage -compensated structural repair concrete. Provide a single component shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed horizontal, vertical or overhead concrete. 2. Aggregate: Shall conform to ASTM C33, aggregate for incorporation with bagged mortar shall be 3/8", well graded and clean. A� SURFACE REPAIR MORTAR EMACO S88 CL - Sprayable, shrinkage -compensated structural repair mortar. Provide a single component shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. 2. SHOTPATCH 21 — Sprayable silica fume structural shotcrete repair mortar. Provide a single component (prepackaged) shrinkage -compensated, silica fume modified, cement based mortar for structural repairs of distressed vertical or overhead concrete. B. ANTI -CORROSION & BONDING AGENTS EMACO P-22 - Flexible cementitious rebar coating. Provide polymer modified, cement based coating with corrosion inhibiting admixture to provide protection for reinforcing steel. 2. EMACO P-24 - Water based epoxy/cementitious bonding agent and rebar coating. Provide Water based epoxy/cementitious for bonding concrete and mortar to exiting concrete. Also, may be used as a rebar coating system to protect against corrosion. C. WATER Water to be clean and potable free of oil, alkali or other deleterious material. D. PORTLAND CEMENT PLASTER (STUCCO) All CBS masonry and concrete surfaces shall be coated/patched to match existing adjacent surface to the extent practical. Stucco shall be applied after the repair material has cured for the required time. 2. Stucco material shall be Ocean Towers Condominiums - Building "X'E� Floor '7��- Concrete Walkwa)(Restoration�Rd�l�-tLee�en — — , 1,� � �6�vem�ef-19149-09 Page 9 of 20 and/or plastic cement conforming to ASTM C 926. E. REINFORCEMENT Reinforcing steel: ASTM C 615, Grade 60 (Grade 40 for stirrups & ties) billet steel deformed bars. H. DISSEVI]LAR. MATERIALS All dissimilar metals and materials shall be adequately isolated. Metal electrical conduits and components shall be isolated from all structural steel. The Engineer shall be notified of any conditions where proper isolation can not be achieved. 1. CAULKS & JOINT SEALANTS 1 Caulk & Joint Sealants shall be as manufactured by Sonnebom Building Products or approved equal. 2. Interior general purpose acrylic latex caulk shall be "Sonolac7conforming to ASTM C 834. Sealant for exterior vertical or horizontal joints not subject to traffic shall be Sonolastic NP 1, one component gun -grade polyurethane sealant conforming to Federal Specification TT-S-00230C. 4. Sealant for exterior horizontal joints subject to traffic shall be Epolith P or Epohth G epoxy joint filler. 5. Backer Rod shall be a closed cell foam ' non -staining, compatible with sealant and primer and of a resilient nature equal to Sonofoam Backer -Rod. Install in accordance with manufacturer's recommendation as to size required to suit joint width to depth ratio. 6. Solvents, cleaning agents, and other accessory materials shall be as recommended by caulking or sealant manufacturer. - 7. Colors for exposed (visible) applications and not subject to- painting or covering shall be as selected by Engineer. 2.02 ACCESSORIES A. Forms 1. Type: Metal or wood sealed to prevent faces from absorbing water from Jose F. Vazquez, P.E., Civil -Structural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominiums Building "X't Floor Concrete W�" Restorationa Me Page 10 of 20 concrete. 2. Treat with release agent compatible with concrete. 3. Forms shall be rigid, liquid -tight, and conforming to ACI 347R Class A. B. Reinforcing Steel Supports & Spacers 1. Reinforcing steel chairs and spacers shall be oftion-ferrous materials or 100% vinyl coated free of rust, nicks, cuts or damage that will expose the metal base. PART 3 - EXECUTION 3.00 SHORING A. Contractor shall provide shoring if necessary, bracing or support for all existing structural elements to remain until all structural modifications have been completed B. Shoring shall remain in place until components are adequate to maintain structural loads. 3.01 CUTTING, DEMOILMON & PATCHING A. The Contractor shall be responsible for cutting, demolishing, fitting, and patching all degraded areas of the structure required to complete the Work. The contractor shall not endanger other Work by cutting, excavating, demolishing or otherwise altering other work and shall not cut or alter other Work except with written consent of the Association and Engineer. Costs caused by defective or ill-timed Work shall be borne by the Contractor. B. Cutting, demolition or restoration performed by the Contractor which is unacceptable by the Owner and Engineer shall have such correction or restoration work performed when so instructed. The cost of such Work shall be bome by the Contractor for defective Work. C. The Contractor shall not cut or demolish any portion of the building r structural component(s) that may jeopardize the structural integrity or strength of the building or its components without acceptance by the Engineer. D. No holes except for small screws or bolts may be drilled in the beams or other structural members for the purpose of supporting or attaching work without obtaining prior approval from the Association. Jose F.,Vazquez, P.E., Civil-Stiuctural Engineering & Construction Services, 561) 848-5726 Ocean Towers"CondonfimunIzi 1171_�,_T,R� Building 'Floor Concrete Walkw RestorationMefilade ffikfiR' e Page 11 of 20 I M KU_l 3.02 SURFACE PREPARATION A- All repair areas shall be prepared in accordance with International Concrete Repair Institute's "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel CorTosion7 (Guideline No. 03730). This includes but not limited to the following. Concrete edge and surface spall repairs shall be used for those areas identified with spalling and cracking of the concrete, and with a deterioration of the reinforcing of not exceeding 15% of the original bar cross sectional area or 8% of the original bar diameter and as determined by the Engineer. 2. Remove all loose, spalled, and unsound concrete in the area of the deterioration. Removal shall be performed with small pointed tools (e.g., chipping hammers) rather than wide chisel edges to prevent micro cracking and continued spalling ofthe concrete to remain. Chipping hammers shall not be in excess of 15 pound rating. The area of concrete to be removed shall extend along the length of the reinforcing, beyond the limits of the reinforcing deterioration a minimum of -2" into sound -concrete. Care shall be taken not -to -damage the bond between- 4. Concrete shall be removed completely around the reinforcing providing a minimum clearance of I " between the reinforcing and the concrete to remain, where possible. jose F. Vazc1nez, P.E., Civil-StructuW Engineering & Construction Services, (561) 848-5726 Ocean Towers Condomml'umb ==71M; Building "A" I -- or Concrete Walkwa m it ,XAcstoration?k66lk'6 Page 12 of 20 5. Provide a 112." minimum depth saw -cut, the concrete surface at the limits of the to prevent feathering of the patch material. Do not cut any reinforcing, except as directed and accepted by the Engineer prior to cutting. 0 7. Loose reinforcement shall be secured in place by tying to other secured bars or by Engineer approved method. 8. Engineer shall determine the necessity of replacing or supplementing reinforcing steel with reduced cross sectional areas caused by corrosion damage. 9. Repair configuration should be kept as simple as possible to minimize boundary edges. 10. Prepare all concrete surfaces to receive the repair material, including the saw - cut, to achieve a surface profile depth of %" minimum with a new fractured aggregate surface to adequately anchor the patch material. All bonding inhibiting materials shall be removed by abrasive blasting or high pressure water blasting. 11. Remove all rust and scaling of the reinforcing thoroughly by mechanical means to SSPC-SP1 I or sand blasting to SSPC-SPl 0. 12. Thoroughly clean the exposed concrete surface to receive the L RG1-1.1 of all traces of dirt, grease, oil, dust, loose aggregates, and other 13. Pre-soak repair substrate to a saturated surface dry condition. B. BAR COATING AND BONDING Following the completion of the surface preparation, coat all reinforcing steel using one ofthe following two options. All existing and exposed concrete surfaces shall be bonded using option (2) below. I . Apply anti -corrosion reinforcing bar coating ENUCO P-22 in accordance Jose F. Ocean Towers Condominiums Building "X'� Floor Concrete Walkway Restoration7.RW66-e'm'euf iv KeA�ejdlf k )tj�JILN,o �,Veifi Page 13 of 20 with the manufacturer's instructions. 2. Apply the epoxy bonding agent EMACO P-24 to the repaired concrete surface in accordance with the manufacturer's instruction. Do not allow the slurry to dry prior to application of the repair material. The slurry bonding coat shall not be retempered. 3.03 REINFORMG STEEL REPLACEMENT A. All reinforcing with deterioration exceeding 15% of the original ba * r cross sectional area or 8% of the o6fi'nal bar diameter shall be replaceo ermin and directed as det med by the Engineer. LA.ULie 1-be!'Leenio'y'ed &,,f �'1466cdl �L� B. Prior to the repair, contractor shall shore, brace and otherwise support, the area to be repaired, until the reinforcing has been replaced and the repair is completed. C. The concrete removal shall be sufficient to achieve a minimum clearance of I " around the existing reinforcing and the new reinforcing, placed beside the existing. D. To permit lapping of the new reinforcing steel, the concrete shall be removed along the length of the reinforcing, a minimum-of-12" beyond the deterioration into sound concrete to permit splicing of the reinforcing. E. After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the exposed reinforcing, secure in place with the wires. F. Where the removal of concrete to achieve the required lap length is not practical as determined by the Engineer, bar development can be achieved by embedding the reinforcing into existing sound concrete a minimum of 6" with Simpson Epoxy -Tie system, or equal. IV] Reinforcing steel shall be ASTM A615 Grade 60 minimum (Grade 40 minimum for stirrups & ties). Ocean Towers Condomimunts - 1 Building "N' kM Floor Concrete Walk"�U RestorationOteplacern t AM V Page 14 of 20 V5 j 3.04 FORM" A. Keep unrestrained surface area of repair to a minimum. B. Provide outlets to drain presoaking water, access points for placing concrete into forms, and air vents as required. C. Application of repair concrete shall not be less than 1/2" in depth. U�I V4 �11 All mixing shall be in accordance with the manufacturer's instructions and the following recommendations. Where there is a conflict between the manufacturer's instruction and these recommendation, the manufacturer's instructions shall govern. A. Mechanical mixing is recommended with the use of a slow speed drill and a jifller type paddle, or in an appropriate mortar mixer. B. Typical mbdng time is 3 to 5 minutes. Do not mix longer than 5 minutes. C. Do not add more water than it is recommended by the manufacturer. D. Only that portion of the material that can be properly mixed within 10 minutes of application should be used. K--I 6 E IRE 121 Jose F. Vazquez, P.E., Civil-Stnwtuml Engineering & Construction Services, (561) 848-5726 Ocean Towers Condomimumb Building F Floor Concrete Walkway RestorationmtWAce' 6V-I - 9-99 Page 15 of 20 'II-=IdCi lul -2- r 11 I 5B CON REPA19 11 El 5 �gtdtk—Ntfi s �M� 3.06 APPLICATION A- All repair material shall be applied in accordance with the manufacturer's instructions. B. Evaporation Retarder: Where rapid surface evaporation may occur, in hott, * y conditions, apply evaporation retarder according to the manufacturer's recommendations. C. Finishing: Completed repair surfaces should be straight, true and match existing profiles. Do not over -work the surface. Jose F. Vazquez, P.E., Civil -Structural Engineering & Conkmction Services, (561) 848-5726 Ocean Towers Condominiunis;-, Building "A7'E_ 4 Floor r��777M Concrete WQ�A ,u � a x Regg� �t�io �7M7,� =-7- - 7 7, MM—OXBLe Page 16 of 20 D. Remove formwork after concrete has hardened sufficiently to permit forms to be removed without damaging concrete, and having achieved 1450 psi compressive strength, but not less than 24 hours. 3.07 CURING All repaired surfaces must be cured for a minimum of 5 days with one of the following methods. 3. Wet cure with burleen or wet burlap. 4. Ponding 5. Sheeting material 6. Liquid membrane forming curing compound per manufacturer's recommendations. 3.08 CRACK REPAIRS A. GENERAL Crack repairs will be performed for all areas identified by the Engineer. 2. Remove all loose and unsound concrete within and adjacent to the crack. B. CRACK SEALING BY GRAVITY (SURFACE CRACKS) Vee notch the surface of the crackwith a mechanical router or hand chipping tool to a maximum width of 1/4". 2. Remove loose debris and dust out of cracks and voids by compressed air or other mechanical means as recommended by the manufacturer. Substratemay be dry or damp prior to product application. 3. If the crack propagates through the slab or beam and where accessibility to the underside of the beam or slab is available, seal all visible cracks with an epoxy resin or portland cement based quick setting compound to act as a dam to hold the liquid epoxy resin adhesive until cured. 4. Fill crack with EMACO S88 CL by trowel method or pour neat (no sand) low - - viscosity material -as -recommended -by manufacturer. 5. Finish the material flush and to match with existing. C. CRACK SEALING BY EPDXY INJECTION I . Surfaces adjacent to cracks or other areas of application shall be cleaned of — Jose F. Vazquez, P.E., Civil -Structural F� & Construction Services, (561) 848-5726 Ocean Towers Condominiumb" Building "N' &L� Floor Concrete Walkw 977777777779 storationYftlab6iiiefif �;�G!.J-_N�v6nrber-19_4999, Page 17 of 20 dirt, dust, oil, and grease or other foreign matter which may be detrimental to bond of injection surface seal. 2. Entry ports shall be provided along the crack at intervals of not less than the thickness of concrete at that location. 3. Surface seal material shall be applied to the face of the crack between the entry ports. Allow surface seal material to gain strength prior to injection. 4. Equipment for Injection: Provide injection equipment that is portable, positive displacement type pump. The pump shall be electric or air powered and shall provide in -line metering and mixing. Equipment shall have the capability of maintaining the volume ratio for the epoxy adhesive within a tolerance of 5% by volume at any discharge pressure up to 160 psi. 5. Injection: Shall begin at the lowest entry port and continue until there is an appearance of epoxy adhesive at the next port adjacent to the entry port being pumped. The epoxy injection shall be transferred to the next adjacent port where the adhesive has appeared. Injection shall be per -formed until cracks are completely filled. 6. Finishing: When cracks are completelyfilled, epoxyadhesive shall be cured for sufficient time to allow removal of surface seal without any draining or run -back of epoxy adhesive material. Surface seal material and any adhesive runs shall be removed from concrete surfaces. The face of the crack shall be finished flush with concrete, showing no indentations or protrusions caused by placement of entry ports. Filling Cored Holes: After the Work has been accepted by the Engineer, cored holes shall be repaired using a two component bonding agent and a suitable repair mortar. The bonding agent shall be applied to the surfaces ofthe cored holes, followed by application of repair mortar placed by hand trowel, thoroughly rodded and tamped in place, and finished to match color, finish, and texture of existing concrete 3.09 ELECTRICAL REPAERS A. All electrical work shall be performed by qualified licensed electrical contractors in - accordance with the National Electric Code and -all applicable local building -codes, ordinances and regulations. B. Degraded and/or corroded electrical conduits and components embedded in the damaged concrete shall be removed and replaced as directed by the Engineer. C. The electrical wires shall be disconnected and pulled back to the previousjunction box — Jose F. Vazquez, P.E., Civil-Stnictural Engineering & Construction Services, (561) 848-5726 Ocean Towers Condominiums -' Building '-A"Eo=iiftfi Floor r�vl Concrete WalkwR ,Y Restoratiorrlltepl�6eirrnt �K(RLey.'J)LN-6 99 Page 18 of 20 or electrical fixture box prior to the removal ofthe degraded conduits or components. Deteriorated or damaged wiring shall be replaced with new copper wiring ofthe same or higher ampacity rating (size). D. All new (replaced) electrical conduits shall be'Tigid Non -Metallic" (PVC, Type A, Sch. 40 min.). All new (replaced) electrical fittings, boxes, support clips, etc. shall be PVC and compatible with the'T%igid Non-Metaflic" system. E. New conduits shall be embedded in the concrete with a V minimum cover and V2" (min.) clearance from existing concrete surface to ensure repair material completely encases the conduit without air pockets or voids around the conduit. F. Temporary power or provisions shall be made to ensure uninterrupted service to stairwell lights, emergency exit signs, elevators, fire alarms, etc. is maintained. G. Restore a wiring to its original configuration or as required by Code. 3.10 RU4�U FTMSYUNG F.11 B. STUCCO In areas where new concrete has been placed, and areas adjacent to such areas, install coat of stucco, as required, to fill voids and match the surface and texture of surrounding areas. 2. Exterior use of Portland cement plaster (stucco) shall comply with the application and material requirements of ASTM C 926. 3. The Iiinits of the stucco area affected by the repair shall be saw cut to sound and well bonded stucco. All loose, damaged and degraded stucco shall be - — --remove&- 4. Masonry and concrete surfaces on which stucco is applied shall be roughen, cleaned, and damped (without visible surface water) to the degree required to achieve mechanical bond. Apply bonding agent as required for proper adhesion. — Jose F. Vazquez, P.E., CiA-Stmctural Engineerigg & Construction Services, (561) 848-5726 Ocean Towers Condoniiniuni'9 Building "N'F' Floor Concrete Walkway Restoratiop�g8�*,eM nt Page 19 of 20 5. All concrete surfaces to receive stucco shall be coated with one of the following bonding agents: Weld -Crete, Larsin Products Corps. Polyweld, Chem -Masters Corp. Chemweld, Florida Laboratories. 6. Provide and install expansion joints where provided by original construction. 7� The first coat (base coat) shall be applied to a true surface approximately V2 the total thickness. 8. The base coat shall be damp cured for a period of 24 hours (min.). 9. The finish coat shall be applied over a uniformly damp but surface dry base. 10. The stucco shall be kept damp for a period not less than 48 hours. In lieu thereof, approved water proofing curing agents may be used. UF. 1 11- 1 - - , �� . " 71147177,77� s � Z 77",7_7� ILI MArk , Y� '04V.,`,twb,�66ats� Ii fld6r§ 77= ",777M p IrOW6106f 3.11 CAULK & JOINT SFALANTS A- All caulk and joint sealants shall be installed in strict accordance with the manufacturer's instructions and recommendations. Jose F. Vazqttez, P.E., Civil-Stiuctural En&qe#qg & Construction Services, (561) 848-5726 Ocean Towers Condommrunii�- Building "N' =,quilli Floor Concrete Walkway Kestoratio -16cement 777�---F - `=- �91 dVemh,�r-'11Q,-.I -9-99 Page 20 of 20 B. After installation, all exposed and visible surfaces shall bethoroughly cleaned and free from damage and defects. All damaged material or defects shall be replaced or corrected at the Contractor's expense. C. The Contractor shall notify the Engineer when the work has been completed and is ready for the Engineer's inspection. D. The Contractor shall furnish written warrantee that the work executed under this section is free from defects of material and workmanship for a period of 2 (two) years from date of final acceptance ofthis work, that he will, without delay and at his own expense repair and replace all such defects as may develop during the term of this guarantee. OCEAN TOWERS WALKWAY SPEC R"I Jose F. Vazquez, P.E., Civil-Sftuctural Engineering & Constraction Services, (561) 848-5726 lose F. Vazquez, P.E. Civil - Structural Engineering Consulting Services 103 Champions Run West Palm Beach, FL 33407 (561) 848-5726 OCEAN TOWERS CONDOMINIUMS 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA EXHMIT "A"' - DRAWNGS FOR OCEAN TOWERS CONDOMINIUM ASSOCIATION� INC. 9400 SOUTH OCEAN DRIVE HUTCHINSON ISLAND JENSEN BEACH, FLORIDA 34957 (561) 229-2229 OCEAN TOWERS CONDOMINIUM BUILDING A 4TH FLOOR WALKWAY REPLACEMENT S. stair tower elevator tower replace these sections 91f . ef I � N. stair tower 04 ?ABKAR ENGINEERING INC. Consulting Engineers July 9,1998 W Jose Guanch St. Lucie Building Department 2300 Virginia Ave., Room 201 I Fort Pierce, FL 34982-5652 Ar Ref: Structural Repairs at Ocean Towers Condominium JUL 13 1998 Permit A�98-0-605-63-1 ri Dear Mr. Guanch: The undersigned will be personally performing inspections of the prepared steel on the slabs, beams, and columns of the balconies of Ocean Towers Condominium prior to the pouring of concrete by the Contractor. If you have any questions, please do not hesitate to call. Sincerely, ABKAR ENGE�EERING INC. Abdel Karim-Conrado P.E., Ph.D. President FL. Reg. # 35551 c.: Ocean Towers Condominium Commercial Concrete Restoration 2 19575 Carolina Circle. Ii9ca Raton, FL 33434 W Phone and Fax (561) 488-9065