16-26-00005 Technical Specifications - Southshore Library Restroom Renovations.pdf

HILLSBOROUGH COUNTY GOVERNMENT

SOUTHSHORE LIBRARY

RESTROOM RENOVATIONS

15816 BETH SHIELDS WAY, RUSKIN, FL 33573

CIP #C76046008

CONSTRUCTION DOCUMENTS

Volume I of I

PROJECT CONSULTANTS:

MECHANICAL/PLUMBING/FIRE PROTECTION

CEA CONSULTING ENGINEERING ASSOCIATES, INC.

TAMPA, FLORIDA

ELECTRICAL AND LOW VOLTAGE SYSTEMS

MPS ENGINEERING, INC.

OLDSMAR, FLORIDA

DESIGN OFFICE: 5201 W Kennedy Blvd, Tampa, Florida 33609 AR 0013140 Date of Issue: June 14, 2024 HJ Comm. Number: 19015.23

TABLE OF CONTENTS

DIVISION TITLE PAGES

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PROJ. #19015.23 TABLE OF CONTENTS 00 00 10 - PAGE 1 OF 4

DIVISION 0 – PROCUREMENT AND CONTRACTING REQUIREMENTS

DEVELOPED BETWEEN OWNER AND CONSTRUCTION MANAGER

FOR DIVISION 0 GENERAL REQUIREMENTS REFER TO MISCELLANEOUS FACILITIES CONSTRUCTION (Level B) – TERM CONTRACT 13

00 91 13 ADDENDA

DIVISION 1 – GENERAL REQUIREMENTS

01 01 00 SUMMARY OF WORK

01 04 00 PROJECT COORDINATION

01 04 50 CUTTING AND PATCHING

01 05 00 FIELD ENGINEERING

01 07 00 ABBREVIATIONS

01 09 50 REFERENCE STANDARDS AND DEFINITIONS

01 20 00 PROJECT MEETINGS

01 25 00 SUBSTITUTION PROCEDURES

01 25 10 SUBSTITUTION REQUEST FORM

01 26 00 CONTRACT MODIFICATION PROCEDURES

01 29 00 PAYMENT PROCEDURES

01 30 00 CONTRACTOR SUBMITTALS

01 31 00 BAR CHART SCHEDULE

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 34 00 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

01 40 00 QUALITY CONTROL

01 41 00 REGULATORY REQUIREMENTS

01 43 00 MOCKUPS

01 50 00 TEMPORARY FACILITIES

01 50 50 MOBILIZATION

01 53 00 BARRICADES

01 56 00 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 MATERIALS AND EQUIPMENT

01 61 00 FLORIDA PRODUCT APPROVAL REQUIREMENTS

01 63 10 SUBSTITUTIONS

01 70 00 CONTRACT COMPLETION, START-UP, AND CLOSEOUT

01 71 00 FINAL CLEANING

01 72 00 PROJECT RECORD DOCUMENTS

01 72 50 OPERATING AND MAINTENANCE DATA

01 73 00 EXECUTION REQUIREMENTS

01 74 00 WARRANTIES, BONDS, AND SERVICE CONTRACTS

01 74 20 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 79 00 DEMONSTRATION AND TRAINING

DIVISION 2 – EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITION

DIVISION 3 – CONCRETE

03 10 00 CONCRETE FLOOR REMOVAL AND REPLACEMENT

03 54 16 HYDRAULIC CEMENT UNDERLAYMENT

DIVISION 4 – MASONRY

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NOT APPLICABLE

DIVISION 5 – METALS

NOT APPLICABLE

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 8 – OPENINGS

08 12 13 HOLLOW METAL FRAMES

08 14 16 FLUSH WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 9 – FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 00 TILING

09 51 23 ACOUSTICAL TILE CEILINGS

09 91 23 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH AND LAUNDRY ACCESSORIES

DIVISION 11 – EQUIPMENT

NOT APPLICABLE

DIVISION 12 – FURNISHINGS

NOT APPLICABLE

DIVISION 13 – SPECIAL CONSTRUCTION

NOT APPLICABLE

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DIVISION 14 – CONVEYING SYSTEMS

NOT APPLICABLE

DIVISION 21 – FIRE SUPPRESSION SYSTEM

21 00 00 FIRE SUPPRESSION SYSTEMS

DIVISION 22 – PLUMBING

22 00 00 SUPPLEMENTAL PROVISIONS – PLUMBING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 30 SUPPORTS, ANCHORS AND SEALS

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 PLUMBING INSULATION

22 10 00 INSTALLATION OF PIPING PLUMBING

22 11 00 PIPE, TUBE AND FITTINGS – PLUMBING

22 11 16 DOMESTIC WATER PIPING

22 13 16 SANITARY WASTE AND VENT PIPING

22 40 00 PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATION, AND AIR-CONDITIONING (HVAC)

23 00 00 HEATING, VENTILATING, AND AIR CONDITIONING – (HVAC)

23 05 93 TESTING, ADJUSTING AND BALANCING

23 07 00 HVAC INSULATION

23 30 00 AIR DISTRIBUTION SYSTEM

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL GENERAL REQUIREMENTS

26 05 19 ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 27 26 WIRING DEVICES

26 28 16 CIRCUIT BREAKERS

26 51 00 LIGHTING FIXTURES AND LAMPS

DIVISION 27 – COMMUNICATIONS

NOT APPLICABLE

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

NOT APPLICABLE

DIVISION 31 – EARTHWORK

NOT APPLICABLE

DIVISION 32 – EXTERIOR IMPROVEMENTS

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NOT APPLICABLE

DIVISION 33 – UTILITIES

NOT APPLICABLE

END OF TABLE OF CONTENTS

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SECTION 00 91 13 - ADDENDA

PART 1 - GENERAL

1.1 SCOPE

A. Addenda issued after issue of Bidding and Contract Documents, and prior to Bid Date, are made a part of the Contract Documents as set forth in the General Conditions.

B. Contractor shall incorporate all changes required by the Addenda issued prior to the bid date as set forth in the General Conditions.

C. Contractor shall include all changes in the Contract Price required by and acknowledge receipt of Addenda in his proposal.

1.2 RELATED SECTIONS

A. Section 00 10 00 - Instructions to Bidders and Supplementary Instructions.

B. Section 00 31 00 - Proposal and Bid Form

C. Section 00502 - Owner and Contractor Agreement.

D. Section 00700 - General Conditions

E. Sections of Specifications referenced in Addenda.

END OF SECTION

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SECTION 01 01 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Terms and Special Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY OF CONTRACTOR’S (CONTRACTOR’S) SCOPE OF WORK

A. The Summary of CONTRACTOR’S Scope of Work is generally described herein: In general, the name of the Project is the “Restroom Renovation Phase 3 Southshore Library”. The Work includes but is not limited to the furnishing of all labor, materials, equipment, permitting services, field engineering, construction management, and project administration/supervision activities to construct fully finished and functional facility. The facility must be of high quality and low maintenance; must meet or exceed the requirements of the Construction Documents Package and must meet the needs of the user and maintenance agencies. The construction of this facility shall meet the requirements of all governing local, state and federal regulations, codes and ordinances, including the Florida Accessibility Code for Building Construction and the Americans with Disabilities Act (ADA).

B. Project Location: 15816 Beth Shields Way, Ruskin, FL 33673

C. Generally, the construction work includes but is not limited to: Renovation of the existing restrooms, approximately 900 square foot. The project consists of selective interior demolition of existing restrooms and finishes and renovation of same spaces. The project also includes renovation of HVAC, Electrical, and Plumbing Systems in accordance with the new floor plan.

Refer to Drawings and Specifications for full extent of work.

D. The CONTRACTOR shall have custody of the Project site for the duration of the Project and shall be responsible for the maintenance and security of the site and the proposed improvements. The adjoining private properties are occupied, and their operations must not be disrupted throughout the construction time.

E. The Work shall be complete, and all Work, materials, and services not expressly shown or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work shall be performed, furnished and installed by the CONTRACTOR in good faith as though originally so specified or shown, at no increased cost to COUNTY.

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1.3 WORK BY OTHERS

A. The CONTRACTOR'S attention is directed to the fact that Work may be conducted at the site by other contractors during the performance of the Work under this Contract. The CONTRACTOR shall conduct the operations so as to cause a minimum of interference with the Work of such other contractors and shall cooperate fully with such contractors and the project representative to provide continued safe access to their respective portions of the site, as required to perform their respective contracts.

1.4 NOISE CONTROL

A. THE CONTRACTOR shall eliminate noise within the project area to the extent possible. All local ordinances and regulations covering noise control shall be observed.

1.5 STORAGE

A. Storage conditions shall be acceptable to the COUNTY for all materials and equipment not incorporated into the Work but included in Applications for Payment. Such storage arrangements and conditions shall be presented in writing for the COUNTY’s review and approval and shall afford adequate and satisfactory security and protection. Off-site storage facilities shall be accessible to the Project Manager. The stored materials shall be insured for full value. Certificates of liability insurance coverage must be submitted to the Project Manager with the request for payment by the CONTRACTOR. All arrangements and costs for storage facilities shall be paid by the

CONTRACTOR.

1.6 NOTICES TO OWNERS AND AUTHORITIES

A. CONTRACTOR shall notify all property owners and owners of utilities when prosecution of the Work may affect them.

B. CONTRACTOR shall review with the various utility companies the construction methods and work to be done in the vicinity of utilities.

C. CONTRACTOR must coordinate the use of and work within the road rights of way with the agencies having jurisdiction.

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1.7 REFERENCE STANDARDS

A. Reference to the standards of any technical society, organization, or association or to codes of local or state authorities shall mean the latest effective standard, code, specification, or standard adopted and published at the date of receipt of bids, unless specifically stated otherwise.

1.8 DUST/DIRT CONTROL

A. The CONTRACTOR shall be careful not to create dust or dirt during demolition or other activities. The CONTRACTOR is responsible for any and all damage as a result of the Work.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION

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SECTION 01 04 00 - PROJECT COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General Terms and Special Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to:

1. Coordination.

2. Administration and supervisory personnel.

3. General installation provisions.

4. Cleaning and protection.

B. Progress meetings, coordination meetings and pre-installation conferences are included in Section 01 20 00 – Project Meetings.

C. Requirements for the CONTRACTOR’s Construction Schedule are included in Section 01 31 00 – Bar Chart Schedule.

1.3 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where phased work is identified, coordinate timing and work scope as indicated. Coordinate OWNER provided work with CONTRACTOR'S work, allowing adequate notice for all parties involved to properly prepare and provide their designated work scope.

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B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the COUNTY and PROFESSIONAL where coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project Close-out activities.

6. Obtaining permits.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, where limited space availability necessitates maximum utilization of space for efficient installation of different components, and where maximum effort is required to meet the requirements of the exhibits to be accommodated within the building.

1. Show the interrelationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in SECTION 01 30 00 -

CONTRACTOR SUBMITTALS.

4. Refer to Division-23 and Division-26 for specific coordination Drawing requirements for mechanical and electrical installations.

B. Staff names: Within 15 days of Notice to Proceed with Work, submit a list of the CONTRACTOR’S principal staff assignments, including the project manager, superintendent, and other personnel in attendance at the site and at CONTRACTOR'S office; identify individuals, their duties and responsibilities;

list their addresses and telephone numbers.

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PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed.

Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

1. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

2. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

3. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement.

4. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the PROJECT MANAGER/PROFESSIONAL for final decision.

5. Recheck measurements and dimensions before starting each installation.

6. Take into consideration the weather conditions and project status when installing each component to ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

7. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

8. Mounting Heights: Where mounting heights are not indicated, refer mounting height decisions to the PROJECT MANAGER/PROFESSIONAL for final decision.

3.2 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

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C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, nor of existing buildings is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining and corrosion.

16. Bacteria.

17. Rodent and insect infestation.

18. Combustion.

19. Electrical current.

20. High speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

END OF SECTION

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SECTION 01 04 50 – CUTTING AND PATCHING

PART 1 - GENERAL

1.1 RELATED REQUIREMENTS

A. General provisions of Contract, including General Terms and Special Conditions.

B. Refer to Division-23 and Division-26 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.2 SECTION INCLUDES

A. Administrative and procedural requirements for cutting and patching.

1.3 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction;

include changes to structural elements and operating components as well as changes in the building’s appearance and other visual elements.

3. List products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching is to be performed.

5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

B. Approval by the PROJECT MANAGER and PROFESSIONAL to proceed with cutting and patching does not waive the PROJECT MANAGER and PROFESSIONAL’S right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

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1.4 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the PROJECT MANAGER and PROFESSIONAL’S opinion, reduce the building’s aesthetic qualities, or result in visual evidence of cutting and patching. Remove and replace Work cut and patched in a visually unsatisfactory manner.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect.

B. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding.

B. Review areas of potential interference and conflict with trades involved.

Coordinate procedures and resolve potential conflicts before proceeding.

3.2 PREPARATION

A. Provide temporary support of Work to be cut.

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B. Protect existing construction during cutting and patching to prevent damage.

Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

3.3 PERFORMANCE

A. Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

B. Cut existing construction using methods least likely to damage elements to be retained or adjoining construction.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering, and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

4. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated, or abandoned.

Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Inspect and test patched areas to demonstrate the integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance.

4. Remove existing floor and wall coverings and replace with new materials if necessary to achieve uniform color and appearance.

3.4 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access.

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B. Remove completely paint, mortar, oils, putty, and items of similar nature.

C. Thoroughly clean piping, conduit, and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

END OF SECTION

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SECTION 01 05 00 - FIELD ENGINEERING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General Terms and Special Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. General: This Section specifies administrative and procedural requirements for Field-Engineering services including, but not limited to, the following:

1. Land Survey Work,

2. Civil-Engineering Services,

3. Material Testing Services,

4. System Testing Services.

1.3 SUBMITTALS

A. Certificates: Submit a survey signed by a Land Surveyor or Professional Engineer showing the location and elevation of all buildings.

B. Project Record Documents: Submit a record of Work performed and record survey data.

C. Report: Submit a Test and Balance Report as indicated in the Contract Documents.

1.4 QUALITY ASSURANCE

A. Engineer Qualifications: Engage an Engineer of the discipline required, licensed in the State of Florida to perform required Engineering Services.

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PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify layout information shown on the Drawings before proceeding to lay out the Work. Locate and protect existing benchmarks and control points.

Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval of the COUNTY’s representative. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations.

2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points.

B. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points.

1. Record benchmark locations with horizontal and vertical data on Project Record Documents.

C. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed.

Before beginning site work, investigate and verify the existence and location of underground utilities and other construction.

1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping.

3.2 PERFORMANCE

A. Work from lines and levels established by the property survey. Establish benchmarks and markers to set lines and levels at each building. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level, and plumb.

B. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical Work.

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C. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

END OF SECTION

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SECTION 01 07 00 - ABBREVIATIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Terms and Special Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 GENERAL

A. Wherever in these Specifications references are made to the standards, specifications, or other published data of the various national, regional, or local organizations, such organizations may be referred to by their acronym or abbreviation only. As a guide to the user of these specifications, the following acronyms or abbreviations which may appear in these specifications shall have the meanings indicated herein.

1.3 ABBREVIATIONS AND ACRONYMS

AAMA Architectural Aluminum Manufacturers Association AAR Association of American Railroads AASHTO American Association of the State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADA Americans with Disabilities Act AFBMA Anti-Friction Bearing Manufacturers Association, Inc.

AGA American Gas Association AGC Associated General Contractors AGMA American Gear Manufacturers Association AHAM Association of Home Appliance Manufacturers AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood Association API American Petroleum Institute APWA American Public Works Association ASA Acoustical Society of America ASAE American Society of Agriculture Engineers ASCE American Society of Civil Engineers

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ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers

ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators

International BHMA Builders Hardware Manufacturers Association CBM Certified Ballast Manufacturers CEMA Conveyors Equipment Manufacturers Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association CRSI Concrete Reinforcing Steel Institute DCDMA Diamond Core Drill Manufacturers Association EIA Electronic Industries Association ETL Electrical Test Laboratories ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America IOS International Organization for Standardization ITE Institute of Traffic Engineers FDOT Florida Department of Transportation MBMA Metal Building Manufacturer's Association MPTA Mechanical Power Transmission of Association MTI Marine Testing Institute NAAM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NFPA National Forest Products Association NLGI National Lubricating Grease Institute NMA National Microfilm Association NWMA National Woodwork Manufacturers Association OSHA Occupational Safety and Health Administration PCA Portland Cement Association

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RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturers Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SSA Swedish Standards Association SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction SWFWMD Southwest Florida Water Management District TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UBC Uniform Building Code UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WRI Wire Reinforcement Institute, Inc.

WWPA Western Wood Products Association

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION

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SECTION 01 09 50 – REFERENCE STANDARDS AND DEFINITIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Terms and Special Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 GENERAL

A. Applicable Publications: Whenever in these specifications references are made to published specifications codes, standards, or other requirements, it shall be understood wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date of receipt of proposals shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the drawings shall be waived because of any provision of or omission from said standards or requirements.

B. Assignment of Specialists: In certain instances, specification text requires (or implies) that specific Work is engaged for the performance of the Work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the Work. They are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of Work is recognized as "expert" for the indicated construction process or operations.

Nevertheless, the final responsibility for fulfillment of the entire set of Contract requirements remains with the CONTRACTOR.

1.3 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. Indicated: The term "indicated" refers to graphic representations, notes or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Where terms such as "shown," "noted," "scheduled," and "specified" are used, it is to help the reader locate the reference; no limitation on location is intended.

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C. Directed: Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean "directed by the PROJECT MANAGER," "requested by the PROJECT MANAGER," and similar phrases.

D. Approved: Means "approved by PROJECT MANAGER and/or

PROFESSIONAL."

E. Regulations: The term "Regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.

F. Furnish: The term "furnish" is used to mean "supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations."

G. Install: The term "install" is used to describe operations at project site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, Working to dimension, finishing, curing, protecting, cleaning, and similar operations."

H. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use."

I. Installer: An "Installer" is the Subcontractor, or an entity engaged by the CONTRACTOR either as an employee, subcontractor, or contractor of lower tier for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

1. The term "experienced," when used with the term "Installer," means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction.

a. Trades: Use of titles such as "carpentry" is not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades persons of the corresponding generic name.

b. Assignment of Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialists must be engaged for those activities, and assignments are requirements over which the CONTRACTOR has no choice or option. Nevertheless, the ultimate responsibility for fulfilling Contract requirements remains with the CONTRACTOR.

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1) This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the Work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions.

J. Project Site is the space available to the CONTRACTOR for performance of construction activities, either exclusively or in conjunction with others performing other Work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.

K. Testing Laboratories: A "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.

1.4 SPECIFICATION FORMAT AND CONTENT EXPLANATION

A. Specification Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 33-Division format.

B. Specification Content: This Specification uses certain conventions in the use of language and the intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows:

1. Abbreviated Language: Language used in Specifications and other Contract Documents is the abbreviated type. Words and meanings shall be interpreted as appropriate. Words that are implied but not stated shall be interpreted as the sense required. Singular words will be interpreted as plural and plural words interpreted as singular where applicable and the context of the Contract Documents so indicates.

2. Imperative and streamlined language is used generally in the Specifications. Requirements expressed in the imperative mood are to be performed by the CONTRACTOR. At certain locations in the text, for clarity, subjective language is used to describe responsibilities that must be fulfilled indirectly by the CONTRACTOR or by others when so noted.

a. The words "shall be" shall be included by inference wherever a colon (:) is used within a sentence or phrase.

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1.5 INDUSTRY STANDARDS

A. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

B. Publication Dates: Comply with the permit requirements in effect as of the date of the issuance of the Building Permit, issued by the Hillsborough County Construction Services Division.

C. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed for performance of a required construction activity, the CONTRACTOR shall obtain copies directly from the publication source.

D. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available in most libraries.

1.6 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS

A. Without limiting the generality of other requirements of the specifications, all Work specified herein shall conform to or exceed the requirements of all applicable codes, and the applicable requirements of such documents are not in conflict with the requirements of these specifications nor applicable codes.

B. References herein to "Building Code," "Code" or "FBC" shall mean the Florida Building Code. The latest edition of the code, as approved and used by the local agency, as of the date of award, and as adopted by the agency having jurisdiction, shall apply to the Work herein, including all addenda, modifications, amendments, or other lawful changes thereto.

C. In case of conflict between codes, reference standards, drawings, and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the PROJECT MANAGER and PROFESSIONAL for clarification and directions prior to ordering or providing any materials or labor. The CONTRACTOR shall bid the most stringent requirements.

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D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations, including all changes and amendments thereto.

E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations, including all changes and amendments thereto.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION

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SECTION 01 20 00 - PROJECT MEETINGS

PART 1 - GENERAL

1.1 PRE-CONSTRUCTION CONFERENCE

A. In accordance with the AGREEMENT, prior to the commencement of any construction Work, a pre-construction conference will be held at a mutually agreed time and place. The conference may be attended by:

1. Responsible officer of CONTRACTOR and superintendent assigned to the project

2. Principal subcontractors

3. Representatives of principal suppliers and manufacturers as appropriate

4. Professional

5. Project Manager

6. Representatives of the COUNTY

7. Governmental representatives as appropriate

8. Others as requested by CONTRACTOR, COUNTY, Professional, or

Project Manager.

B. Unless previously submitted to Project Manager, CONTRACTOR shall bring the following to the conference:

1. Preliminary Schedule of Values.

2. Preliminary Schedule of shop drawings and other submittals.

3. A list of all permits and licenses the CONTRACTOR shall obtain indicating the agency required to grant the permit and the expected date of submittal of permit and the required date for receipt of the permit.

4. A Bar Chart Schedule, in accordance with Section 01310.

5. Product information as required by the Special Conditions.

6. List of major subcontractors.

C. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include as a minimum:

1. CONTRACTOR'S schedules

2. Transmittal, review, and distribution of CONTRACTOR’S submittals

3. Processing applications for payment

4. Maintaining record documents

5. Critical work sequencing

6. Field decisions and changes

7. Use of premises, office and storage areas, security, housekeeping, and

COUNTY's needs

8. Major equipment deliveries and priorities

9. CONTRACTOR’S assignments for safety and first aid

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D. THE CONTRACTOR shall preside at the conference and will arrange to keep the minutes and distribute them to all persons in attendance.

1.2 PROGRESS MEETINGS

A. THE CONTRACTOR shall schedule and conduct regular progress meetings as required by progress of the WORK, at a minimum to occur once every two weeks. CONTRACTOR, Project Manager, Professional, and subcontractors active on the site as required shall be represented at each meeting.

CONTRACTOR may request attendance by representatives of its suppliers, manufacturers, and other subcontractors.

B. The PROFESSIONAL shall keep the minutes and distribute the minutes to the COUNTY, CONTRACTOR, and others. The purpose of the meetings will be to review the progress of the WORK, maintain coordination of efforts, discuss changes in scheduling, and resolve problems which may develop.

1.3 COORDINATION/PRE-INSTALLATION MEETINGS

A. In addition to progress meetings, CONTRACTOR is to hold coordination meetings and pre-installation conferences with personnel and subcontractors to assure coordination of work.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

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SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Special Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for handling requests for substitutions made after award of the Contract.

B. Standards: Refer to Section "Definitions and Standards" for applicability of industry standards to products specified.

C. Procedural requirements governing the Contractor's selection of products and product options are included under Section "Materials and Equipment."

1.3 DEFINITIONS

A. Definitions in this Article do not change or modify the meaning of other terms used in the Contract Documents.

B. B. Substitutions: Changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the CONTRACTOR after award of the Contract are considered to be requests for substitutions. Substitutions will be considered by the COUNTY as a special request. The following are not considered to be requests for substitutions:

1. Substitutions requested during the bidding period, and accepted by Addendum prior to award of the Contract, are included in the Contract Documents and are not subject to requirements specified in this Section for substitutions.

2. Revisions to the Contract Documents requested by the COUNTY.

3. Specified options of products and construction methods included in

Contract Documents

4. The CONTRACTOR'S determination of and compliance with governing regulations and orders issued by governing authorities.

C. If the Specifications provides for options of products and allows "or equal" products, CONTRACTOR must follow the substitution process stated herein and in the general Conditions for obtaining approval of such "equal" products.

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1. CONTRACTOR must submit all requests to consider "or equal" products within 30 days of Notice to Proceed with Work. Otherwise, one of the specified options must be used.

1.4 SUBMITTALS

A. Substitution Request Submittal: If the CONTRACTOR wishes to furnish or use a proposed substitute after the award of the Agreement, it shall within thirty (30) days after Notice to Proceed make written application to the PROFESSIONAL for consideration of such substitute, certifying in writing that the proposed substitute will perform adequately the duties imposed by the general design, be similar and of equal substance or quality to that specified, and be suited to the same use and capable of performing the same function as that specified.

No substitute shall be ordered or installed without the prior written approval of the PROJECT MANAGER, who shall be the sole judge of acceptability.

Requests received more than 30 days after Notice to Proceed with Work date will not be considered.

B. CONTRACTOR shall:

1. Submit 3 copies of each request for substitution for consideration to Professional and Project Manager. Submit requests in the form and in accordance with procedures required for Change Order proposals.

2. Identify the product or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Provide itemized estimate of all costs (increase or decrease) that may result directly or indirectly from acceptance of such substitute, including costs of redesign, delays, maintenance, and claims of other contractors affected by the resulting.

3. Provide complete documentation showing…