SOUTHSHORE SPORTSPLEX

PHASE 2

Construction Documents, 100% Construction Docs April 14, 2026

ARCHITECT HEPNER ARCHITECTS, INC.

601 South Boulevard, Suite 101 Tampa, Florida 33606 813-229-0614

AA 0002617

MEP ENGINEERS WGI

3111 W Dr. Martin Luther King Jr. Blvd. Suite 375 Tampa, Florida 33607 813-574-3190

EB 0006093

STRUCTURAL ENGINEER DECARO WILLSON

1725 E 5th Avenue Tampa, Florida 33605 813-248-8080 Cert Auth 25896

CIVIL ENGINEER CAMPO ENGINEERING

1725 E 5th Avenue Tampa, Florida 33605 813-215-7322 Cert Auth 26726

LANDSCAPE ARCHITECT ANDERSON LESNIAK

4921 South Westshore Boulevard Tampa, Florida 33611 813-831-9595

LC 26000228

Specifications are in accordance with the 2023 (8th Edition) Florida Building Code with Supplements and the 2023 (8th Edition) of the Florida Fire Prevention Code.

HILLSBOROUGH COUNTY SOUTHSHORE

SPORTSPLEX PHASE 2

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TABLE OF CONTENTS

STATEMENT OF COMPLIANCE

To the best of my knowledge, these drawings and the project manual are complete and comply with the Florida Building Code.

SPECIFICATIONS

Cover Page Table of Contents

DIVISION 01 GENERAL CONDITIONS

010100 - Summary of Work 010300 - Alternates 010400 - Project Coordination 010450 - Cutting & Patching 010500 - Field Engineering 010700 - Abbreviations 010950 - Reference Standards and Definitions 011050 - Florida Product Approval 011100 - Florida Green Building Coalition Compliance

011100.01 - Playing Field Summary of Work 012000 - Meetings & Conferences 013000 - Contractor Submittals 013100 - Bar Chart Schedule 013400 - Shop Drawings, Product Data and Samples 014000 - Quality Control 014100 - Materials Testing 015000 - Temporary Facilities 015050 - Mobilization 015300 - Barricades 015600 - Temporary Environmental Controls 016000 - Materials And Equipment 016310 - Substitutions 017000 - Project Close-Out 017100 - Final Cleaning 017200 - Project Record Documents 017300 - Operating and Maintenance Data 017310 - Cutting and Patching 017400 - Warranties

DIVISION 03 CONCRETE

033000 - Cast-in-Place Concrete

DIVISION 04 MASONRY

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042200 - Unit Masonry

DIVISION 05 METALS

052100 - Steel Joists 053100 - Steel Decking 054100 - Light Gauge Metal Trusses 055000 - Metal Fabrications

DIVISION 06 WOOD AND PLASTICS

060000 - Rough Carpentry 061600 - Sheathing 064116 - Plastic-Laminate-Faced Architectural Cabinets

DIVISION 07 THERMAL AND MOISTURE PROTECTION

072100 - Thermal Insulation 072400 - Exterior Insulation and Finish Systems (EIFS) 072720 - Fluid Applied Membrane Air Barrier 074113 - Metal Roof Panels 074600 - Fiber Cement Siding 077100 - Roof Specialties 077200 - Roof Accessories 079200 - Joint Sealants

DIVISION 08 DOORS AND WINDOWS

081113 - Hollow Metal Doors and Frames 081416 - Flush Wood Doors 083113 - Access Doors and Frames 083310 - Overhead Coiling Doors 083313 - Coiling Counter Doors 084110 - Aluminum-Framed Entrances and Storefronts 085113 - Aluminum Windows 087100 - Door Hardware 088000 - Glazing

DIVISION 09 FINISHES

092216 - Non-Structural Metal Framing 092400 - Portland Cement Plastering 092900 - Gypsum Board 093000 - Tiling 095113 - Acoustical Panel Ceilings 096513 - Resilient Base and Accessories 096519 - Resilient Tile Flooring 096700 - Epoxy Flooring 099000 - Painting

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DIVISION 10 SPECIALTIES

101419 - Dimensional Letter Signage 101423 - Panel Signage 102113 - Toilet Compartments 102800 - Toilet, Bath, and Laundry Accessories 104413 - Fire Extinguisher Cabinets 104416 - Fire Extinguishers 105300 - Pre Engineered Covers 107100 - Architectural Shutters 107516 - Ground-set Flagpoles

DIVISION 11 EQUIPMENT

114000 - Food Service Equipment 116500 - Sport Netting and Recreational Equipment 116833 - Athletic Field Equipment 119001 - Miscellaneous Equipment

DIVISION 12 FURNISHINGS

122113 - Horizontal Louver Blinds

DIVISION 22 PLUMBING

220000 - Plumbing Requirements 220519 - Meters and Gages for Plumbing Piping 220523 - Valves for Plumbing Piping 220529 - Plumbing Supports and Anchors 220553 - Identification for Plumbing Piping and Equipment 220700 - Plumbing Insulation 221113 - Potable Water Systems 221116 - Domestic Water Piping and Pipe Fittings 221117 - Compressed Air Piping 221119 - Domestic Water Piping Specialties 221316 - Soil and Waste Systems 224320 - Plumbing Equipment 224340 - Plumbing Fixtures

DIVISION 23 HVAC

230000 - Mechanical Requirements 230183 - Refrigerant Piping 230529 - HVAC Supports and Anchors 230548 - HVAC Noise and Vibration Control

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230553 - HVAC Identification 230593 - Test and Balancing of HVAC Systems 230700 - HVAC Insulation

231060 - HVAC Pipes and Pipe Fittings 231119 - HVAC Piping Specialties 233113 - Ductwork 233300 - Ductwork Accessories 233416 - Centrifugal Fans 233713 - Air Outlets and Inlets 233813 - Commercial Kitchen Hoods 238126 - Split System Cooling Units

DIVISION 26 ELECTRICAL

260500 - Electrical Methods and Requirements 260519 - Wires and Cables 260526 - Grounding 260529 - Supporting Devices 260530 - Electrical Connections for Equipment 260533 - Raceways 260535 - Electrical Boxes and Fittings 260553 - Electrical Identification 260923 - Lighting Control Devices 262200 - Dry Type Transformers 262416 - Panelboards 262616 - Circuit and Motor Disconnects 262726 - Wiring Devices 262813 - Overcurrent Protective Devices 262913 - Motor Controllers and Contactors 264313 - Surge Protection Devices 265100 - Interior Building Luminaires 265600 - Exterior Building Luminaires 265600 - Sports Field LED Lighting System

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DIVISION 31 EARTHWORK

311000 - HC Southshore2 Demolition 311100 - HC Southshore2 Clearing and Grubbing 312000 - HC Southshore2 General Earthwork 312200 - HC Southshore2 Site Grading 312201 - Playing Field Grading 312216 - HC Southshore2 Earthwork for Paving 312300 - HC Southshore2 Structure Excavation and Backfill 312319 - HC Southshore2 Dewatering 312333 - HC Southshore2 Trenching, Backfilling and Compacting 312500 - HC Southshore2 Erosion Control

312200.01 - Playing Field Grading

DIVISION 32 EXTERIOR IMPROVEMENTS

321100 - HC Southshore2 Base Courses 321113 - HC Southshore2 Bituminous Paving 321133 - HC Southshore2 Portland Cement Concrete Paving 321313 - HC Southshore2 Concrete Sidewalks and Slabs 321613 - HC Southshore2 Concrete Curb 321723 - HC Southshore2 Pavement Markings 322542 - Synthetic Turf Playing Field System 323019 - HC Southshore2 Traffic Signs 323113 - Chain Link Fences and Gates 328400 - Planting Irrigation 329200 - HC Southshore2 Grassing and Mulching 329300 - Plants

DIVISION 33 UTILITIES

331000 - HC Southshore2 Water Main 333000 - HC Southshore2 Sanitary Sewers 333400 - HC Soccer Sewage Force Mains 334000 - HC Southshore2 Stormwater System

334600.01 - Playing Field Sub-Drainage System

APPENDIX A - Geotechnical Report

APPENDIX B - Geotechnical Report 2022

END OF TABLE OF CONTENTS

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SECTION 010100 – SUMMARY OF WORK

PART 1 - GENERAL

1.1

1.2

RELATED DOCUMENTS

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

SUMMARY OF CONTRACTOR’S SCOPE OF WORK : The Summary of CONTRACTOR’S Scope of Work is generally described herein: In general, the name of the Project is “Southshore Sportsplex - Phase 2 (aka Waterset Sports Complex), CIP No. C80324000”. 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 one

(1) COMPLEX which includes the construction of a County sports complex with six (6) baseball fields located on Waterset Boulevard in Southern Hillsborough County, Florida, in accordance with the Drawings and Specifications. The work must be of high quality and low maintenance; must meet or exceed the requirements of the Construction Documents and must meet the needs of the user and maintenance agencies. The construction of these facilities 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).

1. 2.1 Project Location: The site is located at 6110 Waterset Boulevard, Tampa, FL 33619.

1.2.2 Generally the Base Bid construction work for the facility includes but is not limited to:

construction of Phase 2 (approximately 35-acres) of the complex which includes six (6) baseball fields, parking, together with associated sidewalks, a concession building, sports/site lighting, driveways, storm water system, landscaping, irrigation, site amenities and equipment, utilities and other site work/infrastructure indicated in the Drawings and Specifications.

A. The Construction Documents also include certain Alternates which may or may not be included as part of the Work at the COUNTY’S option. These alternates and options are listed in Section 01030 Alternates of Division One Specifications.

B. Throughout the Contract Documents, the terms CONTRACTOR and CONSTRUCTION MANAGER are deemed to be interchangeable.

1.3. CONTRACTOR’S WORK

The CONTRACTOR’S construction Work shall include, but shall not be limited to the furnishing of all labor, materials, equipment, and project administration/supervision activities, including scheduling, to construct the new sports complex which meets or exceeds the program and standards set forth in the Bid as follows:

A. Obtaining all permits and approvals from regulatory and utility agencies.

B. All required on-site and off-site work associated with the project including but not limited to access drives, sidewalks, parking, signage, landscaping and irrigation, 010100 - 2 water and wastewater connections and extensions, electrical utility services, fire protection, storm water retention system, etc.

C. Provision of all close-out documents, including but not limited to as-built surveys and drawings, maintenance manuals, warranties and guarantees as described in Division 1 of the Specifications, Section 01700 “Project Close-out.” This is to include, but not be limited to the following:

1. Training for COUNTY personnel on the maintenance and operation of all systems, including video recording of all training classes.

2. Post-construction warranty and guarantee services including standard and extended warranties.

1.4 CONSTRUCTION MILESTONES

A. The CONTRACTOR shall achieve the Milestone Dates described in Contract Documents.

B. The CONTRACTOR must provide a Schedule to meet the required completion milestone dates. Earlier completion than those dates stated above are not required and will not necessarily be accepted by the COUNTY.

C. No later than one month prior to Substantial Completion date, the CONTRACTOR coordinate all testing, and inspections of systems and facilities with the Vendors and Testing Engineers.

1.5 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.

1.6 NOISE CONTROL

CONTRACTOR shall eliminate noise within the project area to the extent possible.

All local ordinances and regulations covering noise control shall be observed.

1.7 STORAGE

Storage conditions shall be acceptable to 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 COUNTY'S review and approval and shall afford adequate and satisfactory security and protection. Off-site storage facilities shall be accessible to 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

010100 - 3 for storage facilities shall be paid by the CONTRACTOR.

1.8 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.

1.9 REFERENCE STANDARDS

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.

1.10 DUST/DIRT CONTROL

The CONTRACTOR shall be careful not to create dust, dirt or contamination of adjoining active storm drain and channel waters 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 010100

010300 - 1

SECTION 010300 - ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

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

B. This Section includes a Schedule of Alternates and includes administrative and procedural requirements governing Alternates.

1.2 DEFINITIONS

A. Definition: An alternate is an amount proposed by CONTRACTOR and stated on the Bid Proposal for certain work defined in the Agreement that may be added to or deducted from the GMP amount if the COUNTY decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to our deduction from the CONTRACTOR’S Construction Price to incorporate the Alternate into the Work. No other adjustments are made to the Bid.

1.3 PROCEDURES

A. Coordination: Modify or adjust affected adjacent Work as necessary to fully integrate that Work into the Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate.

B. Schedule: A “Schedule of Alternates” is included in this Section. Specifications Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate.

PART 2 - PRODUCTS (Not Applicable)

PART 3 – EXECUTION - SCHEDULE OF ALTERNATES

3.1 SCHEDULE OF ALTERNATES

3.1.1 SOUTHSHORE/WATERSET SPORTS COMPLEX PHASE 2:

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1. Alternate No. 1. Dog Park:

BASE BID: Provide open graded, seeded area for future Dog Park. Extend water line to east fence line of future Dog Park.

ADDITIVE ALTERNATE: Provide a cost to furnish and install complete Dog Park as shown in Drawings and Specifications. Dog Park to include all fences for big and small dog enclosures, concrete pads, two (2) shelters. Dog wash station and water fountain with dog bowl.

2. Alternate No. 2. Two (2) 20’ X 20’ Pre-Engineered Pavilions East of Pond 10:

BASE BID: Provide all earthwork for three (3) “pad-ready” locations to construct two pre-engineered pavilions/shelters located east of Pond 10. All sidewalks to be part of Base Bid.

Note: Two Pavilions/Shelters at Baseball Common area are included in Base Bid.

Additive Alternate: Provide a cost to furnish and install three (3) pre-engineered pavilions/shelters (approximately 20 feet X 20 feet) located east of Pond 10, and Fitness Area as indicated in the plans and specifications.

3. Alternate No. 3. Two (2) Pre-engineered, Pre-manufactured Covered Batting Cages:

BASE BID: Provide all earthwork for two (2) “pad-ready” locations to construct two

(2) Pre-engineered, Pre-manufactured Covered Batting Cages at locations indicated in the plans. Electrical service to be stubbed out five (5) feet outside Batting Cage(s) footprint(s).

Additive Alternate: Provide the cost to furnish and install two complete Pre-engineered, Pre-manufactured covered Batting Cages complete with all required electrical work (lighting and power) and netting system as indicated in the plans and specifications.

4. Alternate No. 4. Twelve (12) Bleacher Sets & Canopies:

BASE BID: Provide all earthwork and concrete pad(s) ready to install twelve (12) Bleacher sets (two at each ball field) at the locations indicated in the plans.

Additive Alternate: Provide a cost to furnish and install Twelve (12) Aluminum Bleacher Sets with Aluminum canopies on concrete pads at locations indicated per plans and specifications.

5. Alternate No. 5. Concession Building Equipment:

BASE BID: Provide all infrastructure (utilities, casework) to support equipment within the Concession Building. Concession Building to be constructed as part of Base Bid.

Additive Alternate: Provide a cost to furnish and install Concession Building equipment consisting of the items listed below, complete with all utility hookups. Refer to Sheet A 4.2 and A13.1 for plan locations and model numbers for Concession Building Equipment.

Note: Items not listed below are to be included in Base Bid.

1. Beverage Display Refrigerator

2. Double Utility Shelf for Sandwich/Salad Prep Table

010300 - 3

3. Under Counter Refrigerator

4. Refrigerator Freezer

5. Icemaker with Bin

6. Electric Griddle

7. Fryer

8. In-counter Ice Bin with Sliding Cover

9. Wire Storage Shelving

10. Soda fountain

11. Key Control Lock Box

12. Reach-in Freezer

13. AED Device – Wall Mounted

6. Alternate No. 6: Netting System at Field No. 3:

BASE BID: Provide perimeter fence at Field No. 3 per plans and specifications.

Additive Alternate: Provide the cost to furnish and install 20 feet high netting system at Field No. 3 along outfield perimeter fence line from right field power pole to center field.

7. Alternate No. 7: Two (2) Storage Buildings:

BASE BID: Provide all earthwork for two (2) “pad-ready” locations to construct two

(2) Storage Buildings at locations indicated in the plans. All utilities to be stubbed out five (5) feet outside Storage Building(s) footprint(s). All sidewalks, concrete pads are part of Base Bid.

Additive Alternate: Provide the cost to furnish and install two complete Storage Buildings with all required infrastructure and electrical work (lighting and power) as indicated in the plans and 3 along outfield perimeter fence line from right field power pole to center field.

8. Alternate No. 8: Maintenance Building:

BASE BID: Provide all earthwork for “pad-ready” location to construct one (1) Maintenance Building at location indicated in the plans. All infrastructure/utilities to be stubbed out five (5) feet outside Maintenance Building footprint. All sidewalks are part of Base Bid.

Additive Alternate: Provide the cost to furnish and install a complete Maintenance Building with all required utilities and infrastructure as indicated in the plans and specifications.

END OF SECTION 010300

010400 - 1

SECTION 010400 - PROJECT COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General 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 the Projects coordination including, but not necessarily limited to:

1. Coordination

2. General installation provisions

3. Cleaning and protection

4. Administrative and supervisory personnel

5. Security procedures

B. Progress meetings, coordination meetings and pre-installation conferences are included in SECTION 01200 - MEETINGS AND CONFERENCES.

C. Requirements for the CONTRACTOR'S Construction Schedule are included in

SECTION 01300 – CONSTRACTOR SUBMITTALS.

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 for both sites. 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. Coordinate work and delivery of materials for both sites.

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.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and

010400 - 2 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. Maintenance of record drawings.

5. Progress meetings.

6. Projects Closeout activities.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. Refer to other sections for disposition of salvaged materials that are designated as COUNTY'S property.

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 offsite by separate entities and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the interrelationship of components shown on separate

Shop Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in SECTION 01300 –

CONTRACTOR SUBMITTALS.

4. Refer to Division 22 and Division 26 for specific Coordination Drawing requirements for mechanical and electrical installations.

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.

B. 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.

C. Inspect materials or equipment immediately upon delivery and again prior to

010400 - 3 installation. Reject damaged and defective items.

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

E. 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 for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

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

I. Mounting Heights: Where mounting heights are not indicated, refer to mounting height decisions to the Project Manager 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 at Substantial Completion.

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

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, 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. Excessively high humidity.

3. Water.

4. Heavy traffic.

5. Soiling, staining and corrosion.

6. Combustion.

7. Unusual wear or other misuse.

8. Contact between incompatible materials.

9. Excessive weathering.

10. Theft.

11. Vandalism.

END OF SECTION 010400

010450 - 1

SECTION 010450 – CUTTING AND PATCHING

1.1 RELATED REQUIREMENTS

A. General provisions of Contract, including General and Supplementary Conditions.

B. Refer to Division-22 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 of products to be used and firms or entities that will perform Work.

4. Indicate dates when cutting and patching are 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.

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

010450 - 2 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 effects.

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

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.

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.

010450 - 3

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 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.

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 01045

010500 - 1

SECTION 010500 - FIELD ENGINEERING

A. Drawings and general provisions of Contract, including General and Special

Conditions and other Division 1 Specification Sections, apply to this Section.

B. All required submittals shall be made in accordance with provisions set herein and in other sections of this Division 1.

1.2 SUMMARY

A. General: This Section specifies administrative and procedural requirements for Field-Engineering services before, during, and after completion of construction, 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. Certificated Survey: Submit a survey signed by a Florida Registered Land

Surveyor/Professional Engineer showing the location, dimensions, and elevations of all building structures. This to include the location, dimension, and elevation of all site improvements, such as, roads, pavements, and above and under ground utilities. The names of Land Surveyor, Professional, and Testing Services Professional shall be submitted to the PROJECT MANAGER for approval.

B. Certified Stormwater Management Survey: Submit a survey signed by a

Florida Registered Civil Professional Engineer showing the location, dimensions, and elevations of all site storm drainage related site improvements. This to include, but not limited to the following: site elevations, above swale elevations, underground storm drainage piping invert elevations, sizes of storm ponds, pond elevations, and size of storm control structures, as required by the Regulatory Agencies for final acceptance and approval of the storm management system. The names of Professional shall be submitted to the PROJECT MANAGER for approval.

C. Certification Letter: Submit a letter signed by a Florida Registered Civil

Engineer and the CONTRACTOR certifying that all site improvements were constructed in accordance with the approved Construction Document Drawings, Specifications, and all Regulatory Agencies requirements. Also, that all site related drainage and utilities permits have been applied for and final approvals have been obtained for the Project. Copies of all permit and final Regulatory Agencies approval shall be attached with the certificate.

D. Record Documents and Test and Balance Report: Submit a Record

010500 - 2

Documents and record survey data in accordance with other Sections of this Division 1.

1.4 QUALITY ASSURANCE

Surveyor/Engineer Qualifications: Engage a Surveyor and Engineers of the discipline required, licensed in the State of Florida to perform required Engineering Services for that specific discipline. The Surveyor and Engineers shall be approved by the PROJECT MANAGER prior to commencement of the Work.

PART 2 - PRODUCTS (NOT APPLICABLE)

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 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.

D. Verify all information with approved permit drawings to assure that the Work is in compliance with all Regulatory Agencies approval.

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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. 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.

C. Storm Management System: Locate and lay out all storm water management structures, swales, and ponds. Set and label markers with required grade elevations and underground storm piping.

END OF SECTION 010500

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SECTION 010700 - ABBREVIATIONS

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

1.2 GENERAL

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 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

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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 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

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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 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 010700

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SECTION 010950 – REFERENCE STANDARDS AND DEFINITIONS

PART 1 – GENERAL

Drawings and general provisions of the Contract, including General 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.

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."

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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.

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

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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.

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

010950 - 4

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…