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FACILITIES PROGRAM

Stephen O’Connell Center Renovation & ADDITION

(UF-392)

FACILITIES PROGRAM

TITLE SHEET

Stephen O’Connell Center Renovation & ADDITION

(UF-392)

FACILITIES PROGRAM

FOR

UNIVERSITY ATHLETIC ASSOCIATION AND

STEPHEN O’CONNELL CENTER STAFF

UNIVERSITY OF FLORIDA

MAIN CAMPUS UNIVERSITY OF FLORIDA GAINESVILLE, FLORIDA

APRIL 10, 2014

UF-392 I-1

TABLE OF CONTENTS

SUBJECT PAGE I. TITLE SHEET I

II. TABLE OF CONTENTS II III. SIGNATURE SHEET III IV. INTRODUCTION IV

A. Project Background & Justification B. General Project Description C. University Planning & Design Objectives D. Construction Delivery Method

V. ACADEMIC & STRATEGIC PLAN V A. The University of Florida Strategic Master Plan B. Academic Program Reviews C. Recommendations D. Justifications

VI. SPACE NEEDS ASSESSMENT VI A. Facilities Deficiencies B. Alternative Solutions C. Quantitative Analysis of Program Spaces D. Project and Survey Recommendations

VII. CONSISTENCY WITH ADOPTED CAMPUS MASTER PLAN VII A. The Adopted Campus Master Plan and Amendments B. Compliance With the Campus Master Plan

VIII. SITE ANALYSIS VIII A. Site Conditions B. Building Condition Survey C. Campus Map & Site Map D. Floor Plans

IX. PROGRAM AREA IX A. Program Area Table B. Summary by Space Category C. Space Description Forms

X. UTILITIES IMPACT ANALYSIS X A. Analysis of Impact on the Campus Utilities Infrastructure B. Utilities Infrastructure Cost Estimate C. Utilities Maps

XI. INFORMATION TECHNOLOGY AND COMMUNICATION RESOURCES REQUIREMENTS XI A. University Information / Communication Standard B. University Information Resource Manager Certification C. General Information

XII. CODES AND STANDARDS XII XIII. PROJECT SCHEDULE XIII XIV. PROGRAM FUNDS XIV

A. Estimated Funding B. Estimated Budget

XV. PROJECT SPACE AND BUDGET SUMMARY XV XVI. EXHIBITS

A. University Committees Reviews XVI B.

XVII. OWNER’S PROJECT REQUIREMENTS (OPR) XVII

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SIGNATURE SHEET

Stephen O’Connell Center Renovation & Addition

FACILITIES PROGRAM FOR

UNIVERSITY ATHLETIC ASSOCIATION

AND STEPHEN O’CONNELL CENTER STAFF

UNIVERSITY OF FLORIDA

MAIN CAMPUS

UNIVERSITY OF FLORIDA GAINESVILLE, FLORIDA

PREPARED BY:

Facilities Planning & Construction Division University Athletic Association & Stephen O’Connell Center Staff

REVIEWED AND APPROVED: UNIVERSITY OF FLORIDA OFFICE OF BUSINESS AFFAIRS Curtis Reynolds, Vice-President FACILITIES PLANNING & CONSTRUCTION DIVISION Carol J. Walker, Assistant Vice-President UNIVERSITY OF FLORIDA OFFICE OF THE VICE-PRESIDENT AND CHIEF INFORMATION OFFICER Elias G. Eldayrie, Chief Information Officer PHYSICAL PLANT DIVISION Jeff Chorlog, Assistant Vice-President OFFICE OF ACADEMIC TECHNOLOGY Dr. Fedro Zazueta, Director UNIVERSITY ATHLETIC ASSOCIATION STEPHEN O’CONNELL CENTER DIRECTOR Chip Howard, Lynda Reinhart FACILITIES PROGRAM COMMITTEE Chip Howard, Lynda Reinhart, Chairs

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PROJECT DIRECTORY: UNIVERSITY PROJECT MANAGER: Bahar Armaghani

University Project Manager

Facilities Planning & Construction 232 Stadium / PO Box 115050 Gainesville, FL 32611-5050

Internet: www.facilities.ufl.edu

Phone: 352-273-4025 FAX: 352-392-6378 E-Mail: [email protected]

OWNER: The University of Florida Board of Trustees

232 Stadium / PO Box 115050 Gainesville, FL 32611-5050

USER GROUP REPRESENTATIVE:

Chip Howard Senior Associate athletic Director


USER GROUP REPRESENTATIVE:

Lynda Reinhart Director


UF-392 III-2

mailto:[email protected]

mailto:[email protected]

INTRODUCTION

A. PROJECT BACKGROUND and JUSTIFICATION

The original construction of the Stephen C. O’Connell Center was completed in December 1980. Over the last thirty years there have been multiple renovations to the building ranging in scope from restroom finish renovations to replacing the Telflon coated fabric roof with a permanent “hard” roof. Although the last modification was completed in 2006, the O’Connell Center continues to operate with its original utility infrastructure which creates a condition that is less than optimal. Additionally, the existing level two retractable bleachers exclude the ability to have a concourse that fans can use to access amenities such as restrooms and concessions. In addition the space is outdated to host athletics and other community events. The building is in much needed upgrade to serve university and the community. B. GENERAL PROJECT DESCRIPTION

To bring the O’Connell Center’s systems up to current standards, a complete renovation of the 248,000 is needed. This renovation will accomplish the following goals: 1) Create an interior environment that will enhance the experience of events in the O’Connell Center. 2) Enhance the Mechanical, Electrical, and Plumbing systems in the arena to provide a better fan experience and reduce energy consumption. 3) Provide multiple levels of premium spaces for the UF donor base. Fan amenity improvements inside the O’Connell Center will offer patrons a completely new experience. A new central entry and a new concourse will provide a vibrant first impression to the public. Relocated concession stands and toilet facilities will be located under a new permanent seating bowl and will be accessed from the concourse. The approved bowl design allows for the best views with an intimate atmosphere for every type of event hosted in the O’Connell Center. A completely new high efficiency utility system is needed. Replacing the existing mechanical units currently located on the service level and isolates the pool area from the building. Also, provide adequate zooning for different spaces in the building. The new exterior entry would provide a canvas to apply present day architecture that is consistent with the university’s surrounding structures. This will add another 8000 SF of circulation space at the entrance. Additionally, the new east façade will maximize views to Gale Lemerand Drive and Ben Hill Griffin Stadium. The interior of the east entry will be designed as a multi-functional space to accommodate events such as lectures, receptions, or banquets. The new east entry will be flanked by a new ticket distribution center and a retail space for university merchandise. Implementing this renovation will dramatically change the fan experience at the O’Connell Center making it comparable to the feeling of a new arena. Center Hung Scoreboard Addition/Existing Roof Replacement: The existing roof structure above the arena playing court area has a maximum rigging grid capacity of 120kips and can accommodate a 40kip maximum center hung scoreboard. The roof skin will be replaced and the structure will be analyzed and enhancement to be made for the center hung scoreboard. Concessions & Restrooms Additions at the Concourse Level: Concession and restroom areas will be constructed on the Concourse Level under the new seating bowl. The concession and restroom walls will be composed of 6” metal stud wall framing continuing to the seating bowl above. Roll-up doors at the concession stands will be supported with a series of HSS posts and headers.

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Existing Concrete Restoration: All existing interior-exterior concrete at the O’Connell Center was inspected and is in generally good condition. Nominal remedial repairs are anticipated in areas where concrete spalling has occurred. Also, all hazardous material to be identified, remediated per approved methods including mercury and asbestos in flooring or other areas East Entry Renovation and Addition: The existing northeast and southeast entries are framed with arched precast concrete beams supported by the bowl precast concrete and precast concrete columns. The roofing system on top of the arched precast concrete beams is a taught fabric held down by tension cables parallel to and equidistance between the arched precast concrete beams. The roof fabric is also anchored at its perimeter to various precast concrete slab elements. The east side of the facility is similar in construction to the northeast and southeast entries minus the openings. Additional existing framing on the east side includes a perimeter wall between the finished grade and the precast concrete slab at the roof fabric above. The east side also contains a mechanical plenum duct that surfaces above finished grade. The east entry will require removal of the existing fabric roofing at the northeast entry, southwest entry, and east side. Demolition of the existing closure walls of the east side will also need to occur between finished grade and the precast concrete slab at the removed roof fabric above. The mechanical plenum will be extended approximately 100’-0” such that it ducts away from the new main entrance. The new east entry will consist of structural steel framing and a single new perimeter column line. New structural steel framing will connect to and between the existing arched precast concrete beams to support a new arched roof that will transition to new replacement roof fabric on the existing arched precast concrete beams. New or shortened tension cables will be required at the replacement roof fabric. Total structural steel for the new east entry is estimated to be 30tons. Approximately (10) 4ft x 4ft x 1.5ft new spread footings will be required to support the new east entry framing. The ventilation for the swimming pool area must be isolated from the rest of the building to prevent chlorine odor and humidity/moisture from the pool area to the rest of the building.

C. UNIVERSITY PLANNING and DESIGN OBJECTIVES

The following general goals and objectives shall be considered and addressed throughout design, construction, and commissioning. Consult the UF Design Services, commissioning, LEED, and BIM Guideline for amplifying information.

Project-specific design goals are outlined in the Owner’s Project Requirements (OPR) document in section XVII of this Facilities Program.

1. TREE PRESERVATION Since tree preservation and protection is a high priority at the University of Florida, existing trees should be saved and incorporated into the design whenever possible. Planning, design, and construction of this building must strictly comply with the current University Tree Protection Policy and be reviewed by the UF Lakes, Vegetation and Landscaping Committee. The need to remove or relocate any trees other than those recommended by this Committee during programming must be justified and presented to the Committee during schematic design for approval. Tree protection measures shall be incorporated as outlined in the UF Design & Construction Standards and reviewed / approved by Physical Plant Division (PPD) Grounds. See Sections VIII and XVI of this program for additional information on tree preservation.

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2. LANDSCAPING, STORMWATER, AND EXTERIOR LIGHTING The design and construction documents shall include fully detailed landscaping, landscape irrigation, hardscape, exterior lighting, stormwater management, erosion control measures, and other site features and components such as benches and seat walls. Such design shall account not only for functionality and aesthetics, but also for security, safety, accessibility, and sustainability.

Site/landscape plans, designs, and specifications shall be developed jointly with UF Physical Plant Division Grounds and in accordance with both the UF Design & Construction Standards and program review comments by the UF Lakes, Vegetation and Landscaping Committee (see Section XVI). The landscape plan will be subject to review by the same during the Schematic Design and Design Development phases.

Low-impact design for stormwater management shall be considered and incorporated into the design, as applicable and where possible, even if an on-site stormwater treatment facility is not required for permitting.

3. BICYCLES, TRANSIT, WALKWAYS AND MOTOR VEHICLE CIRCULATION Bicycles, transit, and walkways are the primary modes of transportation to, on, and around campus. Site design for this project must include adequate walkways that are fully integrated with the existing pedestrian circulation network, as well as safe and convenient bicycle parking facilities and access to bus stops with appropriate amenities. Bicycle lanes, paths, and storage shall be designed in accordance with the latest edition of the UF Design & Construction Standards. Appropriate access shall also be provided for service and delivery vehicles in screened service areas.

Unimpaired access for emergency vehicles and full compliance with ADA requirements is mandatory for all site development plans and throughout construction. Throughout construction, at least one lane of all streets must be kept open and all sidewalks and designated bicycle lanes or paths shall be kept open or appropriately rerouted / redirected.

4. DESIGN FOR FUTURE EXPANSION AND RENOVATION Within program and budget constraints, the site and building will be designed to allow flexibility for future growth and change. The usable life and sustainability of the facility including but not limited to the administrative offices, loading dock, and central commend area be enhanced by incorporating features for remodeling and expansion designed to reduce future renovation costs. The Campus Master Plan shall be consulted for guidance on future building locations that should not be impeded by new utilities or other infrastructure associated with the project. See the OPR document in section XVII of this Facilities Program for detailed, project-specific goals related to flexibility.

5. CONTEXTUAL SITE AND BUILDING DESIGN Site and building shall emphasize the design of the total campus entity rather than the individual buildings. While each building is required to be designed as an appropriate response to its particular program, budget, and site requirements, it must also be compatible with the existing fabric of the campus. The design of the building must enrich the campus both functionally and aesthetically … relating to adjoining buildings, not competing with them.

The building site and context shall also integrate with any existing topographic or natural features. The project should seek to create functional open space in the form of building entries, courtyards, plazas or lawns within the building’s exterior space or between the project and existing adjacent buildings. Building height, orientation and set-backs shall be consistent with policies of the Campus Master Plan, as applicable. It is expected that two or more options will be presented to the Owner during the schematic design phase.

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6. HISTORICAL RESOURCES The University of Florida campus contains numerous significant historical properties and sites which are listed on or eligible for listing in the National Register of Historic Places. The campus includes a registered Historic District and a larger historic impact area as identified in the Campus Master Plan. The University strongly supports maintenance and restoration of historical buildings. All capital improvement projects must comply with the Programmatic Memorandum of Agreement between the University of Florida and the Division of Historical Resources dated October 27, 1989, and be reviewed by the UF Preservation of Historic Buildings and Sites Committee.

7. UNIFYING EXTERIOR TREATMENT THROUGH USE OF BRICK The use of “Gainesville Range” red brick for the major portion of the exterior finish is required in order to serve as the primary visual element consistently used in unifying all campus facilities. The use of “accent” brick is discouraged. Other unifying architectural treatments should be considered that reflect modern interpretations of the collegiate gothic style as expressed in the character-defining features of existing campus buildings, particularly those buildings within the vicinity of the project.

8. SUSTAINABLE DESIGN AND CONSTRUCTION The University of Florida builds its buildings to last and promotes environmental quality and resource conservation through sustainable design, “green” architecture, and recycling in its physical planning and development. See the OPR document in section XVII of this Facilities Program for detailed, project-specific sustainability goals.

9. UNIVERSITY COMMITTEES REVIEWS New construction projects located on the main campus of the University of Florida – and certain renovation projects –must be presented to the following (4) faculty-based Committees for approval of the site plan and building exterior design at the Schematic and Design Development phases: • Transportation and Parking Advisory Committee (TPAC) • Preservation of Historic Buildings & Sites Committee (PHBSC) • Lakes, Vegetation and Landscape Committee (LVLC) • University Land Use and Facilities Planning Committee (ULUFPC)

The Architect is expected to address all review comments provided by the Committees, including the program development phase review comments included in the Section XVI of this facilities program.

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10. QUALITY The University expects the facility to convey an impressive, state-of-the-art, and first-class image to current and prospective faculty, staff, and students, as well as visiting faculty, alumni, and private industry. At the same time, cost control, adherence to codes and standards, sustainability, and the durability and ease of maintenance are also primary considerations. Spaces must be technologically equipped, acoustically reliable, well lit, properly conditioned, and arranged thoughtfully in a floor plan that takes advantage of shared-use spaces while accounting for the differences between public and non-public spaces. Premium finishes shall be used in highly visible, public areas, while more standard materials shall be incorporated into less public, staff-oriented work spaces. The designers’ experience with similar facilities should allow it to confirm that the facility is constructed in accordance with the Basis of Design, the construction documents, applicable codes, and the UF Design & Construction Standards as part of Basic (Construction Administration) Services. Major building systems, including mechanical components and the building envelope, will be commissioned by an independent consultant, with whom the design team shall plan and coordinate its efforts.

D. CONSTRUCTION DELIVERY METHOD

Using F.A.C. 6C-14.0055(2) as a reference guideline, the following responses are presented for justification of as the method of project delivery:

The F.A.C. 6C-14.0055.(2) is used as reference guideline and the following responses are presented for University approval for the selection of Construction Management as the project delivery method:

(2).(a): Size of the project is sufficiently large and/or complex to require major emphasis on the qualification of the contractor to provide specific expertise in highly specialized cost estimating, value engineering, and scheduling during the design process with continuity of construction management through both design and construction phases.

Building schedule of events

(2).(b): The initial construction funding is appropriated and construction is begun with the expectation of substantial appropriation in subsequent years, thereby making it advantageous to retain a single contractor for the duration of the project.

N/A

(2).(c): The project is an alteration of an occupied facility which requires working around or relocating occupants while keeping the facility fully operational.

Building may be function during part of the construction

(2).(d): The project is a repair or renovation where the conditions requiring correction cannot be

N/A

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determined and specified without extensive contractor involvement in the removal and examination process during the design phase.

(2).(e): The timely completion of the project is critical to the University’s ability to repay debt services or to meet grant obligations.

It is critical for the project to complete by December 2015 and open the building for events and functions.

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ACADEMIC & STRATEGIC PLAN

A. The UNIVERSITY OF FLORIDA STRATEGIC MASTER PLAN N/A

B. ACADEMIC PROGRAM REVIEWS N/A

C. RECOMMENDATIONS OF THE REVIEW CONSULTANTS N/A

D. JUSTIFICATIONS

N/A

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SPACE NEEDS ASSESSMENT

A. FACILITIES DEFICIENCIES The original construction of the Stephen C. O’Connell Center was completed in December 1980. Over the last thirty years there have been multiple renovations to the building ranging in scope from restroom finish renovations to replacing the Telfl on coated fabric roof with a permanent “hard” roof. Although the last modification was completed in 2006, the O’Connell Center continues to operate with its original utility infrastructure which creates a condition that is less than optimal. Additionally, the existing level two retractable bleachers exclude the ability to have a concourse that fans can use to access amenities such as toilets and concessions. As a result Populous was employed to study concepts to renovate the O’Connell Center. The three goals of the study were to: 1) Create an interior environment that will enhance the experience of events in the O’Connell Center. 2) Enhance the Mechanical, Electrical, and Plumbing systems in the arena to provide a better fan experience and reduce energy consumption. 3) Provide multiple levels of premium spaces for the UF donor base. Fan amenity improvements inside the O’Connell Center will offer patrons a completely new experience. A new central entry and a new concourse will provide a vibrant first impression to the public. Relocated concession stands and toilet facilities will be located under a new permanent seating bowl and will be accessed from the concourse. The approved bowl design allows for the best views with an intimate atmosphere for every type of event hosted in the O’Connell Center. To bring the O’Connell Center’s systems up to current standards, we propose a completely new high efficiency utility system. This installation would begin by replacing the existing mechanical units currently located on the service level. The new mechanical unites, that will be located at the service level, will be dedicated to provide heating and cooling to the seating bowl. Secondary units will be added to provide heating and cooling to the concourse, entry, and offices. This will allow for each area of the arena to be controlled independently so energy consumption can be minimized. The new exterior entry would provide a canvas to apply present day architecture that is consistent with the university’s surrounding structures. Additionally, the new east façade will maximize views to Gale Lemerand Drive and Ben Hill Griffi n Stadium. The interior of the east entry will be designed as a multi-functional space to accommodate events such as lectures, receptions, or banquets. The new east entry will be flanked by a new ticket distribution center and a retail space for university merchandise. Implementing the renovations proposed in this study will dramatically change the fan experience at the O’Connell Center making it comparable to the feeling of a new arena.

B. ALTERNATIVE SOLUTIONS New building is not feasible.

C. QUANTITATIVE ANALYSIS OF PROGRAM SPACES

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D. PROJECT AND SURVEY RECOMMENDATIONS BASIS OF DESIGN 1. Project Description; The University of Florida O’Connell Center Renovation Study includes modifications to the existing facility aimed at improving the overall building functionality. Modifications included in this renovation study include reconfiguration of the seating bowl, adding a center hung scoreboard, adding concessions & restrooms at the Concourse Level, nominal restoration of existing interior-exterior concrete, and adding a new grand entrance to the east side of the facility which encompasses the current northeast and southeast entries. 2. Seating Bowl Reconfiguration; the existing seating bowl consists of a continuous lower and upper cross-aisle with fixed seating above the upper cross-aisle and retractable seating below the upper cross-aisle down to the playing court. The existing seating bowl will be reconfigured via one of the following Options: Option 1: • Keep the existing lower and upper cross-aisles. • Keep the existing seating above the upper cross-aisles. • Replace the existing retractable seating below the lower cross-aisle with new retractable seating. • Replace the retractable seating between the existing lower and upper cross-aisles with new fixed seating. Fixed seating will consist of approximately 28,500sf of Sandwich Plate System (SPS) stadia on WF steel raker beams with WF braces supported by HSS steel columns along (2) new grid lines. Each new HSS steel column (68 total) will be supported on new 7ft x 7ft x 2ft spread foundations approximately 8” below the existing event level. The new HSS steel columns will be continuous from their foundations, through the existing concourse level, and up to the WF steel raker beams. Total structural steel for the new fixed seating bowl is estimated to be 185tons.

Option 2: • Keep the existing lower and upper cross-aisles.

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• Keep the existing seating above the upper cross-aisles. • Replace the existing retractable seating below the lower cross-aisle with new retractable seating. • Replace the retractable seating between the existing lower and upper cross-aisles with new fixed seating. Fixed seating will consist of approximately 28,500sf of precast concrete stadia on WF steel raker beams with WF braces supported by HSS steel columns along (2) new grid lines. Each new HSS steel column (68 total) will be supported on new 9ft x 9ft x 2ft spread foundations approximately 8” below the existing event level. The new HSS steel columns will be continuous from their foundations, through the existing concourse level, and up to the WF steel raker beams. Total structural steel for the new fixed seating bowl is estimated to be 200tons. 3. Center Hung Scoreboard Addition The existing roof structure above the arena playing court area has a maximum rigging grid capacity of 120kips and can accommodate a 40kip maximum center hung scoreboard. 4. Concessions & Restrooms Additions at the Concourse Level Concession and restroom areas will be constructed on the Concourse Level under the new seating bowl. The concession and restroom walls will be composed of 6” metal stud wall framing continuing to the seating bowl above. Roll-up doors at the concession stands will be supported with a series of HSS posts and headers. 5. Existing Concrete Restoration All existing interior-exterior concrete at the O’Connell Center was inspected and is in generally good condition. Nominal remedial repairs are anticipated in areas where concrete spalling has occurred. 6. East Entry Renovation and Addition The existing northeast and southeast entries are framed with arched precast concrete beams supported by the bowl precast concrete raker frames and precast concrete columns. The roofing system on top of the arched precast concrete beams is a taught fabric held down by tension cables parallel to and equidistance between the arched precast concrete beams. The roof fabric is also anchored at its perimeter to various precast concrete slab elements. The east side of the facility is similar in construction to the northeast and southeast entries minus the openings. Additional existing framing on the east side includes a perimeter wall between the finished grade and the precast concrete slab at the roof fabric above. The east side also contains a mechanical plenum duct that surfaces above finished grade. The east entry will require removal of the existing fabric roofing at the northeast entry, southwest entry, and east side. Demolition of the existing closure walls of the east side will also need to occur between finished grade and the precast concrete slab at the removed roof fabric above. The mechanical plenum will be extended approximately 100’-0” such that it ducts away from the new main entrance. The new east entry will consist of structural steel framing and a single new perimeter column line. New structural steel framing will connect to and between the existing arched precast concrete beams to support a new arched roof that will transition to new replacement roof fabric on the existing arched precast concrete beams. New or shortened tension cables will be required at the replacement roof fabric. Total structural steel for the new east entry is estimated to be 30tons. Approximately (10) 4ft x 4ft x 1.5ft new spread footings will be required to support the new east entry framing.

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CONSISTENCY WITH THE ADOPTED CAMPUS MASTER PLAN

A. THE ADOPTED CAMPUS MASTER PLAN (CMP) AND AMENDMENTS

The facility is consistent with policies of the Active Recreation Element and all other applicable aspects of the CMP, which was prepared and adopted pursuant to FAC 6C-21.213 and 1013.30 F. S. The project is consistent with the terms of the associated campus development agreement, which was prepared and adopted pursuant to FAC 6C-21.213 and 1013.30 F. S. An amendment to the Capital Improvement Element of the CMP will be required to program the scope and siting of the project. Although the Capital Improvement Element of the CMP does not identify the project as currently described, this element of the CMP is updated annually and the project will be added during the next 2014 amendment cycle. The project is consistent with the CMP policies in all other respects as described herein, and is within the minor amendment criteria as established in UF Operating Memorandum consistent with 1013.30 F.S. In anticipation of the scheduled submittal of the required amendment, and a finding of consistency with the adopted CMP, it is the University’s desire that the project (as described in this facilities program) be approved as submitted.

B. COMPLIANCE WITH THE CAMPUS MASTER PLAN, 2005-2015

1. URBAN DESIGN ELEMENT The project does not impact open space connections identified on Figure 1-4 of the Urban Design Element.

The project (O’Connell Center Expansion) is located within the Historic Impact Area depicted on Figure 1-2 of the Urban Design Element. Per Master Plan Policy 1.1.2, this project will notice the Chair of PHBSC for direction as to whether to present to the committee. Policies related to archaeology, open space enhancement, topography, natural features, and building footprint, orientation and height do not apply to this renovation /addition project.

2. FUTURE LAND USE ELEMENT The Future Land Use Element of the CMP identifies the project site within the Active Recreation area in the Future Land Use Map. The project is consistent with the Future Land Use Element of the CMP.

3. SUPPORT / CLINICAL FACILITIES ELEMENT

Objective 1.2: To efficiently utilize and expand existing recreation facilities to meet the needs of the university population. Policy 1.2.1: New recreation facilities shall be provided consistent with the Future Land Use Element, Capital Improvement Program Element and other policies of the master plan and depicted on Figures 6-1, 6-1.a and 6-2 of this Element. Policy 1.2.4: The UAA shall continuously engage its Board of Directors, the NCAA and other stakeholders to determine needs and the adequacy of existing facilities and programs.

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4. CONSERVATION ELEMENT The project does not reduce the size of an area in the Conservation Future Land Use.

The project (including any associated utilities or infrastructure) is not adjacent to or within an area in the Conservation Future Land Use.

The project is not within 50 feet of a wetland.

The project is not within the 100-year floodplain

The project does not disturb any plants or animals identified as threatened and endangered species or species of special concern by Federal and State agencies.

5. TRANSPORTATION ELEMENT The project does not include a parking structure or surface with at least 300 parking spaces located in Alachua County.

6. GENERAL INFRASTRUCTURE ELEMENT The project is not within the Hogtown Creek drainage basin.

7. UTILITIES ELEMENT The project will coordinate with the Physical Plant Division and the Office of Information Technology for utility and telecommunications infrastructure provisions.

8. PUBLIC SAFETY ELEMENT The project will coordinate with the University Police Department for security systems, lighting and Crime Prevention Through Environmental Design provisions.

9. FACILITIES MAINTENANCE ELEMENT The project does not include the renovation, rehabilitation or restoration of an existing structure that meets the definition of an “historic property” as described in Policy 1.5.4 of the Facilities Maintenance Element. The project design and schedule will comply with the University’s Memorandum of Understanding with the State Division of Historic Resources, as applicable, and the procedures described in Policy 1.5.4.

10. CAPITAL IMPROVEMENT ELEMENT The project will be added to the Ten-Year Capital Projects List.

Presently, the site is not identified as a recommended future building site. The Future Building Sites Map will be amended to add this building site.

11. INTERGOVERNMENTAL COORDINATION ELEMENT Project notification will be provided to the City of Gainesville and Alachua County through the University Land Use and Facilities Planning Committee per Policy 1.1.1 of the Intergovernmental Coordination Element.

The net new gross square feet of building space to be constructed by this project is consistent with the campus development agreement.

12. IMPLEMENTATION ELEMENT The project will be implemented consistent with the CMP policies related to committee review procedures and CMP amendments as applicable.

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http://www.masterplan.ufl.edu/mpdocs/12_Facilities%20Maintenance%20Element%202005.pdf

http://www.masterplan.ufl.edu/mpdocs/15_Implementation%20Element%202005.pdf

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SPACE NUMBER 100-01 DEPARTMENT: Stephen O’Connell Center AREA: SPACE NAME: Assembly service DESCRIPTION / USE: SPACE CATEGORY: Assembly ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 5557 NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: Support, O’Dome SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/

matching trim. CEILINGS: Suspended acoustic tile. Paint over veneer plaster. DOORS: Aluminum & glass storefront system. WINDOWS: Desired for daylighting & view. Desired for ventilation. Aluminum & glass storefront system.

Automatic vertical blinds. LIGHTING: Recessed fluorescent w/ parabolic reflector. Accent lighting. Task lighting as required. High

efficiency pendant lighting. Track lighting. Indirect lighting. Low voltage electronic lighting dimmer & control system.

ACOUSTICAL: Full acoustical treatment of walls & ceilings, extend partitions to the deck above w/ sound attenuating blanket. Maintain ambient noise level at NC 30 or less.

MECHANICAL CRITERIA HVAC: Energy efficient systems, integrate equipment that generate rebate for university PLUMBING: Efficient fixture with water saving minimum 45% COMMUNICATIONS: All communications to be coordinated with O’Dome’ need and UAA’s need ELECTRICAL: Sustainable electrical system with backup and emergency FURNITURE/EQUIPMENT FURNITURE (OWNER): Coordinate with UAA and O’Dome staff EQUIPMENT (OWNER): Coordinate with UAA and O’Dome staff FURNITURE (CONTRACTOR): EQUIPMENT (CONTRACTOR): SUPPLEMENTAL INFORMATION/REQUIREMENTS

UF-392 IX-1

SPACE NUMBER 100-03 DEPARTMENT: Stephen O’Connell Center AREA: SPACE NAME: Athletic, Physical education service DESCRIPTION / USE: SPACE CATEGORY: Athletic ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 68073 NASF NUMBER REQUIRED: 45 RELATIONSHIPS PRIMARY: Athletic SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/





MECHANICAL CRITERIA HVAC: Energy efficient systems, integrate equipment that generate rebate for university PLUMBING: Efficient fixture with water saving minimum 45% COMMUNICATIONS: All communications to be coordinated with O’Dome’s and UAA’s need ELECTRICAL: Sustainable electrical system with backup and emergency FURNITURE/EQUIPMENT FURNITURE (OWNER): Coordinate with UAA and O’Dome staff EQUIPMENT (OWNER): Coordinate with UAA and O’Dome staff FURNITURE (CONTRACTOR): EQUIPMENT (CONTRACTOR): SUPPLEMENTAL INFORMATION/REQUIREMENTS

UF-392 IX-3

SPACE NUMBER 100-04 DEPARTMENT: Stephen O’Connell Center AREA: SPACE NAME: Athletic, Physical education DESCRIPTION / USE: SPACE CATEGORY: Athletic ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 35488 NASF NUMBER REQUIRED: 24 RELATIONSHIPS PRIMARY: Athletic SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-4

SPACE NUMBER 100-05 DEPARTMENT: Stephen O’Connell Center AREA: SPACE NAME: Circulation interior DESCRIPTION / USE: SPACE CATEGORY: Athletic, PPD ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 35488 NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: Athletic, PPD SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-5

SPACE NUMBER 100-06 DEPARTMENT: O’Dome AREA: SPACE NAME: Custodial area DESCRIPTION / USE: SPACE CATEGORY: Athletic, PPD ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 859 NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: Athletic, PPD SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-6

SPACE NUMBER 100-06 DEPARTMENT: Stephen O’Connell Center AREA: SPACE NAME: Custodial area DESCRIPTION / USE: SPACE CATEGORY: Athletic, PPD ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 859 NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: Athletic, PPD SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-6

SPACE NUMBER 100-07 DEPARTMENT: O’Dome AREA: SPACE NAME: Elevator DESCRIPTION / USE: SPACE CATEGORY: Athletic, PPD ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 361NASF NUMBER REQUIRED: 4, follow UF standards RELATIONSHIPS PRIMARY: Athletic, PPD SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-7

SPACE NUMBER 100-08 DEPARTMENT: O’Dome AREA: SPACE NAME: Mechanical area DESCRIPTION / USE: SPACE CATEGORY: PPD ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 7,202NASF NUMBER REQUIRED: Follow UF standards RELATIONSHIPS PRIMARY: Athletic, PPD SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-8

SPACE NUMBER 100-09 DEPARTMENT: O’Dome AREA: SPACE NAME: Merchandising DESCRIPTION / USE: SPACE CATEGORY: UAA ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 1958 NASF NUMBER REQUIRED: Follow UF standards RELATIONSHIPS PRIMARY: Athletic SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-9

SPACE NUMBER 100-10 DEPARTMENT: O’Dome AREA: SPACE NAME: Meeting rooms DESCRIPTION / USE: SPACE CATEGORY: UAA ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 567 NASF NUMBER REQUIRED: 1 RELATIONSHIPS PRIMARY: Athletic SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-10

SPACE NUMBER 100-12 DEPARTMENT: O’Dome AREA: SPACE NAME: Public restrooms DESCRIPTION / USE: SPACE CATEGORY: UAA ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: 4889 NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: Athletic SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Non-slip ceramic tile w/ tile base or Terrazzo w/ matching base or Sealed concrete WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/






UF-392 IX-12

PROGRAM AREA

PROGRAM AREA TABLE

A. SUMMARY BY SPACE CATEGORY

SUMMARY OF SPACE BY SPACE CATEGORY Reference: U.S. DOE, Postsecondary Education Facilities Inventory and Classification Manual ROOM USE CODE

SPACE TYPE NASF CONVERSION FACTOR

GSF

300 OFFICE FACILITIES Office NASF GSF Office Service 3350 Dressing Room 2028 Athletic or Physical Education, practice area 7100 Athletic Education Service, locker room 13615 New circulation 58500 New main entry 8043 Suite 1820 Club area 7244 Club seating 1530 Storage 20404 Concession 6103 NON ASSIGNABLE AREA Circulation Area NSF GSF Building Service Area 945 Circulation interior 49683 Public restroom new 3203 Public restrooms 5867 Mechanical Area 7922 BUILDING TOTAL 197,357 GSF

B. SPACE DESCRIPTION FORM (See attached for each space)

SPACE NUMBER C. DEPARTMENT: AREA: SPACE NAME: DESCRIPTION / USE: SPACE CATEGORY: ROOM USE CODE: PERSONNEL ASSIGNED / MAX.: DIMENSION / AREA: NASF NUMBER REQUIRED: RELATIONSHIPS PRIMARY: SECONDARY: ARCHITECTURAL CRITERIA FLOORS: Mildew resistant carpet w/ vinyl base. Vinyl cementitious tile w/ vinyl base. Non-

slip ceramic tile w/ tile base. Terrazzo w/ matching base. Sealed concrete w/ vinyl base. Rubber floor w/ matching base.

WALLS: Paint over veneer plaster. Epoxy/high gloss paint over CMU/concrete. Hardwood paneling w/ matching trim.

CEILINGS: Suspended acoustic tile. Paint over veneer plaster. DOORS: Solid core wood w/ HM frame. Aluminum & glass storefront system. WINDOWS: Desired but not required. Desired for daylighting & view. Desired for ventilation.

Aluminum & glass storefront system. Automatic vertical blinds. LIGHTING: Recessed fluorescent w/ parabolic reflector. Accent lighting. Task lighting as

required. High efficiency pendant lighting. Track lighting. Indirect lighting. Low

UF-392 IX-1

voltage electronic lighting dimmer & control system. ACOUSTICAL: Full acoustical treatment of walls & ceilings, extend partitions to the deck above w/

sound attenuating blanket. Maintain ambient noise level at NC 30 or less. MECHANICAL CRITERIA HVAC: PLUMBING: COMMUNICATIONS: ELECTRICAL: FURNITURE/EQUIPMENT FURNITURE (OWNER): EQUIPMENT (OWNER): FURNITURE (CONTRACTOR): EQUIPMENT (CONTRACTOR): SUPPLEMENTAL INFORMATION/REQUIREMENTS 1. Add as required.

UF-392 IX-2

UF-392 IX-3

UTILITIES IMPACT ANALYSIS

A. UTILITIES IMPACT ANALYSIS This preliminary Utilities Impact Analysis has been performed in accordance with this program - The Stephen O’Connell Center Renovation/Expansion UF-392. Any questions regarding this analysis should be referred to Bill Weltner, Utility Systems Planner, PPD. All text in italics is excerpts taken from the 2011 O’Connell Center study performed by the “Populous” firm Although the last modification was completed in 2006, the O’Connell Center continues to operate with its original utility infrastructure which creates a condition that is less than optimal. Project will include a new central entry, a new concourse, relocated concession stands and toilet facilities and a completely new high efficiency utility system. This installation would begin by replacing the existing mechanical units currently located on the service level. The new mechanical units, that will be located at the service level, will be dedicated to provide heating and cooling to the seating bowl. Secondary units will be added to provide heating and cooling to the concourse, entry, and offices. This will allow for each area of the arena to be controlled independently so energy consumption can be minimized. The new exterior entry would provide a canvas to apply present day architecture that is consistent with the university’s surrounding structures. Additionally, the new east façade will maximize views to Gale Lemerand Drive and Ben Hill Griffin Stadium. The interior of the east entry will be designed as a multi-functional space to accommodate events such as lectures, receptions, or banquets. The new east entry will be flanked by a new ticket distribution center and a retail space for university merchandise. All utility system expansions/modifications shall be in accordance with The University of Florida DESIGN AND CONSTRUCTION STANDARDS. Special attention shall be paid to The University of Florida UTILITIES POLICY published by the Physical Plant Division. If the existing utility services are insufficient to meet a project's requirements, it is incumbent upon the project to perform the utility upgrades necessary make those services adequate.

1. CHILLED WATER: Estimated existing overall facility peak demand is around 460 tons. With the mechanical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add approximately 30 tons demand to the overall facility demand. Chilled water is supplied by a central chilled water plant known as the Weil Hall chiller plant #1 located to the east of the facility and has available capacity if required. A 10” chilled water supply and return line enters the arena on the East side. The lines are provided from the university central plant and run under the outside air tunnel where they enter into the East Mechanical Room. The chilled water runs to three (3) tertiary chilled water pumps located adjacent to the East air handling unit. The three pumps are Bell & Gossett split case double suction floor mounted pumps. The pumps are original to the building and are roughly 30 years old and will be replaced with new tertiary pumps in a variable pumping arrangement to account for the pressure drop through the coils. The pump bodies were covered with insulation but the motors seemed to be in good working condition. A new chilled water loop will be installed around the perimeter of the Service level. Chilled water is provided by UF at 44 degrees F entering water temperature and62 degrees F leaving water temperature. Per the plans an 8” line circulates the arena at the Service Level with 944 GMP of water. The chilled water pipe throughout the O’Connell Center appears to be rusted in a majority of locations where piping is exposed, especially at the valves, test ports, and pipe connections. At 30 years of age the chilled water piping needs to be replaced. The new mechanical systems should be designed with chilled water coils having a ∆"T" of 18°F for mixed air and 20°F for coils using fresh air.

2. STEAM: Estimated existing overall facility peak demand is around 4000 lbs/hr. With the mechanical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add approximately 110 lbs/hr in demand to the overall facility and is available from the central system. Steam for the facility is provided by a 6” high pressure steam line (70 psi) and 2” steam condensate return line which enter and leave the building at the Southeast corner of the building. Once high pressure steam enters the arena it runs through a series of pressure reducing valves located in the pool storage and equipment room. The incoming pressure steam is approximately15 pounds. The room has several condensate receivers and pumps that take condensate back to the central plant. The receivers and pumps look aged and need to be replaced.

3. ELECTRICAL: Existing facility peak demand is 1032 kWh. With the mechanical and electrical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add some demand to the overall facility demand. There are two separately metered electric services to the O’Connell Center. Each service lateral terminates in their respective main service switchboards “A” & “B” located on the service level. The two 1000 kVA service transformers and service laterals were installed in 1978 and are original to the building and appear to be a minimum of 30 year old equipment installed when the original building was constructed. The switchboards are equipped with fusible disconnect switches to serve the various branch feeders. Due to the age of this equipment, it may become increasingly difficult to get replacement components for maintenance purposes. If it is decided to continue to use the existing equipment, it is recommended that a qualified electrical testing company be retained to perform comprehensive testing, inspection and service of the unit substations including fusible switches, bus bars and bus bar connections and all wiring

UF-392 X-1

terminations to ensure all components function properly and safely. An optional recommendation would be to completely replace the existing 30 plus year-old switchboard equipment with new switchboards having electronic trip circuit breakers with integral adjustable long-time, short-time and ground fault settings. Doing so would extend the useful life of the building. The existing building electrical system consists of a 4160V loop feed providing power to the facility at separate locations located at the NE and SW corners of the building and has redundancy through a main- tie-main configuration of the two existing building unit substations with kirk-key interlocking. Each unit substation is equipped with a 2000A main disconnect at 480V and has a 4160V tie-breaker between them. The tie-breaker allows USS #1 to tie to USS #2 should service #1 fail and USS #2 to tie to USS #1 should service #2 fail. The two 1000 kVA service transformers and related service entrance laterals are a minimum of 30 years old. The service is transformed down to 277/480V electrical distribution system at each corner and provides power for fluorescent and HID lighting, equipment motors and other medium to large loads within the arena. The power is stepped down further to 208/120V distribution to feed receptacles and incandescent lighting throughout the facility. Without maintenance records or testing, an opinion of the condition of the electrical equipment cannot be confirmed but there was evidence of corrosion on the surfaces of the housings that could be a result of the strong chlorine fumes that are prevalent throughout the arena. Emergency power for the building is provided by a 30 plus year old 400 KW indoor backup generator located on the service level for exit and egress lighting, fire alarm system, fire and jockey pumps, smoke evacuation system and at least one elevator. The existing interior mounted Cummins diesel-fired generator is rated for 400 kW and feeds a Simplex 800A pad-mounted disconnect switch located next to the generator in the Emergency Generator Room. It continues to the ASCO 800A automatic transfer switch and emergency switchboard located in the NE Electrical room on the service level. The generator appears to be in good working order however condition cannot be confirmed without maintenance records or testing. The transfer switch and related distribution panelboard are located in the unit substation lineup at the NE corner of the arena. It is recommended that if the electrical distribution equipment is to continue in use, that it be tested and serviced by a qualified electrical controls company to ensure safety and proper operation. Since this aged equipment is nearing end of useful life, consideration should be given to complete replacement with new electrical equipment utilizing current technologies thereby extending useful life for many years.

4. POTABLE WATER:

Existing facility demand is 6900 gallons per day. It is anticipated there will be little if any load demand increase. A single 4” domestic water line supplies the facility from a 6” city water main into the west side fan room of the building at approximately 46 PSIG. This service shall be increased in size to a 6-inch University personnel report no issues regarding the domestic water pressure inside the building. One 3” water meter measures the amount water used by the facility. No pressure reducing valves were observed on the domestic water supply serving the facility. The domestic hot water is supplied within the facility by a steam supplied domestic water heater located in the pool equipment room. It appears to be part of the initial building construction 30 years ago and consists of a single steam to water shell and tube heat exchanger with no storage tank. Although no problems were reported by facility personnel, since it is at the end of its life expectancy, we would recommend that the steam fired domestic water heater be replaced by a new steam supplied domestic water heater. An expansion tank should be installed to prevent hot water from backing up into the cold water system.

The existing 6” fire sprinkler service entrance is located in the West fan room on the first level (west side of the building). There is an electric centrifugal split case, single stage pump, which appears to be rated for 2,500 gpm at 92’ head (40 psi), 20HP 1750 rpm pump which serves the sprinkler system for the building. The pump and controller appear to be operating adequately; however, an analysis should be performed on the fire pump to ensure it’s still operating within its listing for the sprinkler demand and requirements and has not deteriorated significantly.

5. SANITARY: Existing average daily flow is around 6400 gpd. No appreciable increase is anticipated with this renovation. The existing building plumbing system consists of an 8”sanitary force main A pumped sanitary waste and vent system serves the facility and serves the restrooms, locker rooms, concessions, pool and condensate from the facility. The main sanitary waste is pumped with a duplex sewage ejector (Lift Station #44) located in the pool equipment room. Two self-priming centrifugal 15 hp pumps set up in a lead/lag configuration are installed and appear original to the building and to be functioning properly. The pipe and lift station capacities shall be evaluated further to ensure that they can handle the anticipated additional demand if required. To extend the life of the facility, the existing piping pump system shall be replaced The aboveground sanitary waste and vent system is constructed of both hub less cast iron and PVC. The cast iron pipe appeared to be in good condition and may have 30 more years of life before it will need to be replaced.

6. IRRIGATION: The O’Connell Center has an irrigation network on all sides of the facility which is supplied by reclaimed water at the east and north sides of the facility. Irrigation located beneath the proposed expansion footprint will have to be demolished and reconfigured to supply the new plantings.

7. STORM WATER MANAGEMENT:

UF-392 X-2

The new facility will be located in Lake Alice basin area designated LA-14 according to Causseaux and Ellington’s 2000 Storm Water Management Master Plan. No additional permitting is expected to be required; however, verification should be made by the Architect/Engineer with the UF Physical Plant Division. Impervious area calculations should be sent to PPD Architecture/Engineering Dept. (Chuck Hogan) for inclusion in the annual submittal to the St. Johns River Water Management District (SJRWMD). A 24” main located along the east side of the facility will most likely need to be relocated if the addition is planned on this area of the site. Design measures should be taken to employ the latest storm water management techniques.

8. NATURAL GAS: Natural gas is not supplied to this facility but a service main is located along the west side of Gale Lemerand if gas is required.

9. TELECOMMUNICATIONS:

10. FIRE ALARM SYSTEM: Existing fire alarm system is a Simplex 4100U system which is remote monitored via analog line to University Police Department.

11. ENERGY MANAGEMENT CONTROL SYSTEM: Existing Building Automation System is a Johnson Controls Inc system throughout the facility and can be augmented or modified to suit the renovation project needs.

12. SITE LIGHTING: There are four site lights in the area of the expansion that will need to be relocated.

13. SURFACE IMPROVEMENTS: NA

B: UTILITIES INFRASTRUCTURE COST ESTIMATES

CHILLED WATER Sub Total $ 250,000 STEAM Sub Total $60,000 ELECTRICAL Sub Total $0 POTABLE WATER Sub Total $45,000 SANITARY Sub Total $75,000 IRRIGATION Sub Total $32,000 STORM WATER Sub Total $80,000 NATURAL GAS Sub Total $0 TELECOMMUNICATIONS

UF-392 X-3

Sub Total $0 FIRE ALARM SYSTEM

Sub Total $0 ENERGY MANAGEMENT CONTROL SYSTEM Sub Total $30,000 SITE LIGHTING Sub Total $24,000 SURFACE IMPROVEMENTS Sub Total $0

TOTAL $ 596,000

C. UTILITIES MAPS

DESCRIPTION (Utilities Maps follow end of this UTILITIES IMPACT ANALYSIS Section)

1. Chilled Water System 2. Steam System 3. Electrical System 4. Potable Water System 5. Sanitary Sewer System 6. Irrigation / Reclaimed Water System 7. Storm Drainage System 8. Natural Gas System 9. Telecommunications System 10. Energy Management System 11. Fuel Oil and Gas System 12. Street and Area Lighting System 13. Topographical Map

UF-392 X-4

UTILITIES IMPACT ANALYSIS

A. UTILITIES IMPACT ANALYSIS This preliminary Utilities Impact Analysis has been performed in accordance with this program - The Stephen O’Connell Center Renovation/Expansion UF-392. Any questions regarding this analysis should be referred to Bill Weltner, Utility Systems Planner, PPD. All text in italics is excerpts taken from the 2011 O’Connell Center study performed by the “Populous” firm Although the last modification was completed in 2006, the O’Connell Center continues to operate with its original utility infrastructure which creates a condition that is less than optimal. Project will include a new central entry, a new concourse, relocated concession stands and toilet facilities and a completely new high efficiency utility system. This installation would begin by replacing the existing mechanical units currently located on the service level. The new mechanical units, that will be located at the service level, will be dedicated to provide heating and cooling to the seating bowl. Secondary units will be added to provide heating and cooling to the concourse, entry, and offices. This will allow for each area of the arena to be controlled independently so energy consumption can be minimized. The new exterior entry would provide a canvas to apply present day architecture that is consistent with the university’s surrounding structures. Additionally, the new east façade will maximize views to Gale Lemerand Drive and Ben Hill Griffin Stadium. The interior of the east entry will be designed as a multi-functional space to accommodate events such as lectures, receptions, or banquets. The new east entry will be flanked by a new ticket distribution center and a retail space for university merchandise. All utility system expansions/modifications shall be in accordance with The University of Florida DESIGN AND CONSTRUCTION STANDARDS. Special attention shall be paid to The University of Florida UTILITIES POLICY published by the Physical Plant Division. If the existing utility services are insufficient to meet a project's requirements, it is incumbent upon the project to perform the utility upgrades necessary make those services adequate.

1. CHILLED WATER: Estimated existing overall facility peak demand is around 460 tons. With the mechanical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add approximately 30 tons demand to the overall facility demand. Chilled water is supplied by a central chilled water plant known as the Weil Hall chiller plant #1 located to the east of the facility and has available capacity if required. A 10” chilled water supply and return line enters the arena on the East side. The lines are provided from the university central plant and run under the outside air tunnel where they enter into the East Mechanical Room. The chilled water runs to three (3) tertiary chilled water pumps located adjacent to the East air handling unit. The three pumps are Bell & Gossett split case double suction floor mounted pumps. The pumps are original to the building and are roughly 30 years old and will be replaced with new tertiary pumps in a variable pumping arrangement to account for the pressure drop through the coils. The pump bodies were covered with insulation but the motors seemed to be in good working condition. A new chilled water loop will be installed around the perimeter of the Service level. Chilled water is provided by UF at 44 degrees F entering water temperature and62 degrees F leaving water temperature. Per the plans an 8” line circulates the arena at the Service Level with 944 GMP of water. The chilled water pipe throughout the O’Connell Center appears to be rusted in a majority of locations where piping is exposed, especially at the valves, test ports, and pipe connections. At 30 years of age the chilled water piping needs to be replaced. The new mechanical systems should be designed with chilled water coils having a ∆"T" of 18°F for mixed air and 20°F for coils using fresh air.

2. STEAM: Estimated existing overall facility peak demand is around 4000 lbs/hr. With the mechanical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add approximately 110 lbs/hr in demand to the overall facility and is available from the central system. Steam for the facility is provided by a 6” high pressure steam line (70 psi) and 2” steam condensate return line which enter and leave the building at the Southeast corner of the building. Once

UF-392 X-1

high pressure steam enters the arena it runs through a series of pressure reducing valves located in the pool storage and equipment room. The incoming pressure steam is approximately15 pounds. The room has several condensate receivers and pumps that take condensate back to the central plant. The receivers and pumps look aged and need to be replaced.

3. ELECTRICAL: Existing facility peak demand is 1032 kWh. With the mechanical and electrical modifications planned within the building as part of this project it is anticipated that there would be little if any load demand increase, although the 8,000 gsf addition could add some demand to the overall facility demand. There are two separately metered electric services to the O’Connell Center. Each service lateral terminates in their respective main service switchboards “A” & “B” located on the service level. The two 1000 kVA service transformers and service laterals were installed in 1978 and are original to the building and appear to be a minimum of 30 year old equipment installed when the original building was constructed. The switchboards are equipped with fusible disconnect switches to serve the various branch feeders. Due to the age of this equipment, it may become increasingly difficult to get replacement components for maintenance purposes. If it is decided to continue to use the existing equipment, it is recommended that a qualified electrical testing company be retained to perform comprehensive testing, inspection and service of the unit substations including fusible switches, bus bars and bus bar connections and all wiring terminations to ensure all components function properly and safely. An optional recommendation would be to completely replace the existing 30 plus year-old switchboard equipment with new switchboards having electronic trip circuit breakers with integral adjustable long-time, short-time and ground fault settings. Doing so would extend the useful life of the building. The existing building electrical system consists of a 4160V loop feed providing power to the facility at separate locations located at the NE and SW corners of the building and has redundancy through a main- tie-main configuration of the two existing building unit substations with kirk-key interlocking. Each unit substation is equipped with a 2000A main disconnect at 480V and has a 4160V tie-breaker between them. The tie-breaker allows USS #1 to tie to USS #2 should service #1 fail and USS #2 to tie to USS #1 should service #2 fail. The two 1000 kVA service transformers and related service entrance laterals are a minimum of 30 years old. The service is transformed down to 277/480V electrical distribution system at each corner and provides power for fluorescent and HID lighting, equipment motors and other medium to large loads within the arena. The power is stepped down further to 208/120V distribution to feed receptacles and incandescent lighting throughout the facility. Without maintenance records or testing, an opinion of the condition of the electrical equipment cannot be confirmed but there was evidence of corrosion on the surfaces of the housings that could be a result of the strong chlorine fumes that are prevalent throughout the arena. Emergency power for the building is provided by a 30 plus year old 400 KW indoor backup generator located on the service level for exit and egress lighting, fire alarm system, fire and jockey pumps, smoke evacuation system and at least one elevator. The existing interior mounted Cummins diesel-fired generator is rated for 400 kW and feeds a Simplex 800A pad-mounted disconnect switch located next to the generator in the Emergency Generator Room. It continues to the ASCO 800A automatic transfer switch and emergency switchboard located in the NE Electrical room on the service level. The generator appears to be in good working order however condition cannot be confirmed without maintenance records or testing. The transfer switch and related distribution panelboard are located in the unit substation lineup at the NE corner of the arena. It is recommended that if the electrical distribution equipment is to continue in use, that it be tested and serviced by a qualified electrical controls company to ensure safety and proper operation. Since this aged equipment is nearing end of useful life, consideration should be given to complete replacement with new electrical equipment utilizing current technologies thereby extending useful life for many years.

4. POTABLE WATER:

Existing facility demand is 6900 gallons per day. It is anticipated there will be little if any load demand increase. A single 4” domestic water line supplies the facility from a 6” city water main into the west side fan room of the building at approximately 46 PSIG. This service shall be increased in size to a 6-inch University personnel report no issues regarding the domestic water pressure inside the building. One 3” water meter measures the amount water used by the facility. No pressure reducing valves were observed on the domestic water supply serving the facility. The domestic hot water is supplied within the facility by a steam supplied domestic water heater located in

UF-392 X-2

the pool equipment room. It appears to be part of the initial building construction 30 years ago and consists of a single steam to water shell and tube heat exchanger with no storage tank. Although no problems were reported by facility personnel, since it is at the end of its life expectancy, we would recommend that the steam fired domestic water heater be replaced by a new steam supplied domestic water heater. An expansion tank should be installed to prevent hot water from backing up into the cold water system.

The existing 6” fire sprinkler service entrance is located in the West fan room on the first level (west side of the building). There is an electric centrifugal split case, single stage pump, which appears to be rated for 2,500 gpm at 92’ head (40 psi), 20HP 1750 rpm pump which serves the sprinkler system for the building. The pump and controller appear to be operating adequately; however, an analysis should be performed on the fire pump to ensure it’s still operating within its listing for the sprinkler demand and requirements and has not deteriorated significantly.

5. SANITARY: Existing average daily flow is around 6400 gpd. No appreciable increase is anticipated with this renovation. The existing building plumbing system consists of an 8”sanitary force main A pumped sanitary waste and vent system serves the facility and serves the restrooms, locker rooms, concessions, pool and condensate from the facility. The main sanitary waste is pumped with a duplex sewage ejector (Lift Station #44) located in the pool equipment room. Two self-priming centrifugal 15 hp pumps set up in a lead/lag configuration are installed and appear original to the building and to be functioning properly. The pipe and lift station capacities shall be evaluated further to ensure that they can handle the anticipated additional demand if required. To extend the life of the facility, the existing piping pump system shall be replaced The aboveground sanitary waste and vent system is constructed of both hub less cast iron and PVC. The cast iron pipe appeared to be in good condition and may have 30 more years of life before it will need to be replaced.

6. IRRIGATION: The O’Connell Center has an irrigation network on all sides of the facility which is supplied by reclaimed water at the east and north sides of the facility. Irrigation located beneath the proposed expansion footprint will have to be demolished and reconfigured to supply the new plantings.

7. STORM WATER MANAGEMENT: The new facility will be located in Lake Alice basin area designated LA-14 according to Causseaux and Ellington’s 2000 Storm Water Management Master Plan. No additional permitting is expected to be required; however, verification should be made by the Architect/Engineer with the UF Physical Plant Division. Impervious area calculations should be sent to PPD Architecture/Engineering Dept. (Chuck Hogan) for inclusion in the annual submittal to the St. Johns River Water Management District (SJRWMD). A 24” main located along the east side of the facility will most likely need to be relocated if the addition is planned on this area of the site. Design measures should be taken to employ the latest storm water management techniques.

8. NATURAL GAS: Natural gas is not supplied to this facility but a service main is located along the west side of Gale Lemerand if gas is required.

9. TELECOMMUNICATIONS:

10. FIRE ALARM SYSTEM: Existing fire alarm system is a Simplex 4100U system which is remote monitored via analog line to University Police Department.

11. ENERGY MANAGEMENT CONTROL SYSTEM: Existing Building Automation System is a Johnson Controls Inc system throughout the facility and can be augmented or modified to suit the renovation project needs.

12. SITE LIGHTING: There are four site lights in the area of the expansion that will need to be relocated.

13. SURFACE IMPROVEMENTS:

UF-392 X-3

NA

B: UTILITIES INFRASTRUCTURE COST ESTIMATES

CHILLED WATER Sub Total $ 250,000 STEAM Sub Total $60,000 ELECTRICAL Sub Total $0 POTABLE WATER Sub Total $45,000 SANITARY Sub Total $75,000 IRRIGATION Sub Total $32,000 STORM WATER Sub Total $80,000 NATURAL GAS Sub Total $0 TELECOMMUNICATIONS Sub Total $0 FIRE ALARM SYSTEM

Sub Total $0 ENERGY MANAGEMENT CONTROL SYSTEM Sub Total $30,000 SITE LIGHTING Sub Total $24,000 SURFACE IMPROVEMENTS Sub Total $0

UF-392 X-4

TOTAL $ 596,000

C. UTILITIES MAPS

DESCRIPTION (Utilities Maps follow end of this UTILITIES IMPACT ANALYSIS Section)

1. Chilled Water System 2. Steam System 3. Electrical System 4. Potable Water System 5. Sanitary Sewer System 6. Irrigation / Reclaimed Water System 7. Storm Drainage System 8. Natural Gas System 9. Telecommunications System 10. Energy Management System 11. Fuel Oil and Gas System 12. Street and Area Lighting System 13. Topographical Map

UF-392 X-5

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INFORMATION / COMMUNICATIONS RESOURCES REQUIREMENTS

A. UNIVERSITY INFORMATION / COMMUNICATION STANDARD The following University of Florida standards govern the information / communications resources requirements for the design of new facilities and renovation of existing facilities at the University of Florida: • Telecommunications and Computer Networking Support Structures • Intra-Building Wiring Standards and Preferred Practices • Inter-Building Communications Infrastructure Standards • Inter-Building Cabling Standards and Guidelines • Academic Technologies Office - Classroom Standards (when classrooms are present) These standards may be viewed on the Office of Information Technology (OIT) website (http://net-services.ufl.edu/infrastructure/) or Facilities Planning and Construction website (www.facilities.ufl.edu).

B. UNIVERSITY INFORMATION RESOURCE MANAGER CERTIFICATION By signature (on the signature page of this facilities program) the University Information Resource Manager certifies that a review of the University information/communication standards has been completed; and that the facilities program was developed in conformance with the University of Florida Information / Communication Standards in accordance with the Section 282, F.S.

C. GENERAL INFORMATION The design team shall include the resources needed to fully develop a complete scope of work for all telecommunications, I/T, and audio/visual systems and components (including BICSI or RCDD qualified staff). The Owner may elect to accomplish portions of this work outside of the construction contract, but the construction documents must still account for all work (i.e., with notes for work “by others”). • (BICSI): Building Industry Consulting Service International, Inc. • (RCDD): Registered Communications Distribution Designer Telecommunications plant work (exterior of facility) is typically purchased by the project through OIT. The architect/engineer shall coordinate with OIT to eliminate conflicts with other utilities, landscaping, etc., shall include all such work "by others" in the construction documents, and shall ensure that no gaps exist between the contractors’ scope of work and the scope(s) of work “by others.” Building interior telecommunication installation must be performed by a contactor who is qualified by OIT. OIT maintains a list of pre-qualified Low-Voltage Contractors, this list can be found at http://net-services.ufl.edu/infrastructure/.

Interior voice & data work shall be designed, specified, packaged, and competitively procured as are other trades. OIT shall, however, participate and have approval authority in the bidder pre-qualification process. All such work shall be included in the construction documents and coordinated by the architect/engineer. For UF Health Science Center projects, the interior voice & data work may be purchased by the project from HealthNET.

The roles and responsibilities of other relevant University of Florida entities include: • OAT (Office of Academic Technology): OAT Classroom Support will participate in the design and specification of

classroom instructional spaces and associated audio/visual and information technology systems. They will also meet with the User Group during program verification to determine classroom needs. The Health Science Center, Office of Academic Information Systems & Support will support the OAT for Health Science Center projects.

• OIT Computing and Network Services (CNS) – Telecommunications and Network Infrastructure (TNI): CNS-TNI will participate in the design and specification of all communications rooms, cable pathways, and data network cables. They will also meet with the User Group during program verification to determine their network needs. HealthNET will perform this function for Health Science Center projects.

During Program Verification and the earliest stages of design, the design team and contractor shall produce a matrix of all Furnishings & Equipment, telecommunications, I/T, and audio/visual items to be provided under this program. The consultants shall then work with the Owner to refine this matrix to clearly establish the costs for, and responsibility for, each item.

UF-392 XI-1

http://net-services.ufl.edu/infrastructure/


http://www.facilities.ufl.edu/


CODES AND STANDARDS

Design and construction at the University of Florida is regulated, reviewed, and permitted by the Division of Environmental Health & Safety (EH&S), which serves as the Authority Having Jurisdiction and the liaison with the State Fire Marshal. Consult the EH&S website (www.ehs.ufl.edu/buildcode/codes.htm) for a list of applicable codes. Early in the program verification and conceptual design process, the Professional(s) shall discuss and confirm these and other applicable codes with EH&S and, if necessary, the State Fire Marshal. Additionally, the following rules or standards apply to the design and construction of UF projects:

Americans with Disabilities Act of 1990 (www.usdoj.gov/crt/ada/reg3a.html) ADA Standards for Accessible Design (www.usdoj.gov/crt/ada/adastd94.pdf) HUD Fair Housing Act for Multi-Family residential Construction Florida Public Service Commission, installation and replacement of public telephones State Traffic Operations Engineer, FDOT, government parking facilities Agency for Health Care Administration, hospital and health care facilities DOE Space Standards, Chapter 6A-2, Florida Administrative Code Rules of the Florida Department of Environmental Protection Regulation of OSHA and the Environmental Protection Agency Licensing regulations of Asbestos Consultants, the Florida Department of Business and Professional Regulation Lead-based paint minimum standards of the Department of Housing and Urban Development Florida Standard for Radon-Resistant New Commercial Building Construction http://www.doh.state.fl.us/environment/community/radon/commcnst.htm Florida Standard For Mitigation of Radon In Existing Buildings http://www.doh.state.fl.us/environment/community/radon/mtstndrd.htm Rules of the Florida Department of Environmental Protection Rules of the St. Johns River Water Management District (or other agency with jurisdiction). American Society of Heating , Refrigerating and Air Conditioning Engineers (ASHRAE) handbooks American Conference of Governmental Industrial Hygienists Ventilation Manual American Society of Mechanical Engineers' Unfired Pressure vessel Code American Standards Institute standards (ANSI) Leadership in Energy and Environmental Design (LEED) Standards – www.usgbc.org City and County for off-campus projects not included in the adopted Campus Master Plan. Coordination with local utilities service provider for projects not served by the Campus utilities system. Developments of Regional Impacts for projects not included in the adopted Campus Master Plan. Department of Business and Professional Regulation, Division of Hotel and restaurants, Bureau of Elevator Inspection for

elevator inspections and permit National Pollutant Discharge Elimination System (NPDES) permit for one acre or more of disturbed site in accordance with

62-621.300 (4), FAC. NPDES Stormwater Notification Center, Department of Environmental Protection (DEP) St. Johns River Water Management District (SJRWMD) campus-wide stormwater permitting process. SJRWMD

permitting and reviews shall be coordinated through the University's SJRWMD Coordinator at PPD. Local stormwater permitting agency having jurisdiction over sites not covered in the SJRWMD campus-wide permit. University of Florida Design and Construction Standards (www.facilities.ufl.edu/dcs/index.htm) University of Florida Telecommunication Construction Standard (http://net-services.ufl.edu/infrastructure/) Low Voltage Contractor Pre-qualification Requirement & Pre-qualified Contractor List (http://net-services.ufl.edu/infrastructure/teleco_standards.html) University of Florida Design Services Guide (http://www.facilities.ufl.edu/pdf/DSG.pdf) University of Florida General Terms & Conditions University of Florida Classroom Design Standards

Specifically for this project, the following also apply:

Compressed Gas Association rules for design, storage and use of compressed gas cylinders U.S. Courts Design Guide (General Services Administration – www.gsa.gov) Standard Features and Finishes for U.S. Courts Facilities (GSA – www.gsa.gov)

UF-392 XII-1

http://www.ehs.ufl.edu/buildcode/codes.htm

http://www.doh.state.fl.us/environment/community/radon/commcnst.htm

http://www.doh.state.fl.us/environment/community/radon/mtstndrd.htm

http://www.usgbc.org/

http://www.facilities.ufl.edu/dcs/index.htm


http://net-services.ufl.edu/infrastructure/teleco_standards.html

http://www.facilities.ufl.edu/pdf/DSG.pdf

http://www.gsa.gov/

http://www.gsa.gov/

PROJECT SCHEDULE

The following schedule is provided for long-range planning purposes only. Short-listed Architect and Construction Manager Teams will be expected to develop and present a detailed, realistic design schedule during the interview that will serve as the basis for development of a comprehensive project schedule during contract negotiations. Once the project schedule is established, long range planning for the use of this facility will take place. Consequently, strict adherence to the agreed-upon project schedule is required.

CONSTRUCTION MANAGEMENT PROJECT DELIVERY METHOD

GOALS AND MILESTONES START DATE END DATE DURATION PROGRAM APPROVAL 01-Apr-2014 22-Apr-2014 3 weeks 0.1 Years Facilities Program Development 01-Apr-2014 08-Apr-2014 1 weeks University Committees Review of Program 08-Apr-2014 22-Apr-2014 2 weeks University Facilities Program Approval 08-Apr-2014 22-Apr-2014 2 weeks A/E SELECTION PROCESS 22-Apr-2014 24-Jun-2014 9 weeks 0.2 Years Advertise for A/E in FAW 22-Apr-2014 20-May-2014 4 weeks A/E Short-list 20-May-2014 27-May-2014 1 weeks A/E Interviews 27-May-2014 10-Jun-2014 2 weeks A/E Selection Approval 10-Jun-2014 17-Jun-2014 1 weeks Contract Negotiations with A/E 17-Jun-2014 24-Jun-2014 1 weeks PRE-DESIGN PHASE 24-Jun-2014 08-Jul-2014 2 weeks 0.0 Years Letter of Activation 24-Jun-2014 01-Jul-2014 1 weeks Program Verification and Site Analysis 01-Jul-2014 22-Jul-2014 3 weeks Measured Drawings and Building Survey 01-Jul-2014 22-Jul-2014 3 weeks Site Survey 01-Jul-2014 15-Jul-2014 2 weeks Geotechnical Study 01-Jul-2014 08-Jul-2014 1 weeks C/M SELECTION PROCESS 29-Apr-2014 24-Jun-2014 8 weeks 0.2 Years Advertise for C/M in FAW 29-Apr-2014 27-May-2014 4 weeks C/M Short-list 27-May-2014 03-Jun-2014 1 weeks C/M Interviews 03-Jun-2014 17-Jun-2014 2 weeks C/M Selection 17-Jun-2014 17-Jun-2014 0 weeks Contract negotiations with C/M 17-Jun-2014 24-Jun-2014 1 weeks DESIGN PHASE 24-Jun-2014 20-Jan-2015 30 weeks 0.6 Years Conceptual Design 24-Jun-2014 15-Jul-2014 3 weeks Conceptual Design review and approval 15-Jul-2014 29-Jul-2014 2 weeks University Committees Review of Concept 15-Jul-2014 12-Aug-2014 4 weeks Schematic Design 29-Jul-2014 26-Aug-2014 4 weeks Schematic Design review and approval 26-Aug-2014 09-Sep-2014 2 weeks Design Development and Budget verification 09-Sep-2014 07-Oct-2014 4 weeks Design Development review and approval 07-Oct-2014 21-Oct-2014 2 weeks University Committees Review of Design 07-Oct-2014 04-Nov-2014 4 weeks Design Review submittal to State Fire Marshal (SFM) 07-Oct-2014 04-Nov-2014 4 weeks 50% Construction Documents and Budget update 21-Oct-2014 09-Dec-2014 7 weeks 50% Construction Documents review and approval 09-Dec-2014 23-Dec-2014 2 weeks

Submittal of GMP 23-Dec-2014 20-Jan-2015 4 weeks

Fast-tracked (complex project)

100% Construction Documents and Budget update 20-Jan-2015 03-Mar-2015 6 weeks 100% Construction Documents review and approval 03-Mar-2015 17-Mar-2015 2 weeks Design Review submittal to State Fire Marshal (SFM) 03-Mar-2015 31-Mar-2015 4 weeks CONSTRUCTION PHASE 23-Dec-2014 26-Nov-2015 48 weeks 0.9 Years Notice to Proceed 23-Dec-2014 30-Dec-2014 1 weeks Bid Package Submittal and Review 23-Dec-2014 20-Jan-2015 4 weeks Approval to advertise bid package 23-Dec-2014 30-Dec-2014 1 weeks Construction 23-Dec-2014 06-Oct-2015 41 weeks Contractor Punch & Clean 08-Sep-2015 06-Oct-2015 4 weeks

UF-392 XIII-1

Substantial Completion Inspection 06-Oct-2015 13-Oct-2015 1 weeks Punchlist Corrective Work 13-Oct-2015 12-Nov-2015 4 weeks Owner Occupancy 13-Oct-2015 20-Oct-2015 1 weeks Final Completion Inspection 12-Nov-2015 26-Nov-2015 2 weeks Total 01-Apr-2014 26-Nov-2015 86 weeks 1.7 Years

Fast-Tracked Process: Begin construction at acceptance of GMP with early release of foundation/civil bid package.CONSTRUCTION PHASE 23-Dec-2014 26-Nov-2015 48 weeksNotice to Proceed 23-Dec-2014 30-Dec-2014 1 weeksBid Package Submittal and Review 23-Dec-2014 20-Jan-2015 4 weeksConstruction 23-Dec-2014 06-Oct-2015 41 weeksContractor Punch & Clean 08-Sep-2015 06-Oct-2015 4 weeksSubstantial Completion Inspection 06-Oct-2015 13-Oct-2015 1 weeksPunchlist Corrective Work 13-Oct-2015 12-Nov-2015 4 weeksOwner Occupancy 13-Oct-2015 20-Oct-2015 1 weeksFinal Completion Inspection 12-Nov-2015 26-Nov-2015 2 weeksTotal 17-Jun-2014 26-Nov-2015 75 weeks 1.4 Years

UF-392 XIII-2

PROGRAM FUNDS

A. ESTIMATED FUNDING

CONSTRUCTION FUNDING University of Florida $ 10,000,000.00 University Athletic Association $ 40,000,000.00 (other sources of funds) $0.00 Sub-Total $ 50,000,000.00 PLANNING FUNDING Included in the total budget $ 0.00 Sub-Total $ 0.00 EQUIPMENT FUNDING Included in the total budget $ 0.00 Sub-Total $ 0.00 OPERATING EXPENSES FUNDING (other sources of funds) $ 0.00 Sub-Total $ 0.00 TOTAL PROJECT FUND $ 50,000,000.00

B. ESTIMATED BUDGET

1 DESIGN, PLANNING & CONSTRUCTION MANAGEMENT $3,917,197.00 2 CONSTRUCTION $37,892,000.00 3 FURNITURE & EQUIPMENT $4,489,200.00 4 ART WORK $ 0.00 5 CONTINGENCIES $3,639,700.00 TOTAL PROJECT BUDGET (from Section XV of Facilities Program) $49,938,097.00

UF-392 XIV-1

PROJECT SCHEDULE

The following schedule is provided for long-range planning purposes only. Short-listed Architect and Construction Manager Teams will be expected to develop and present a detailed, realistic design schedule during the interview that will serve as the basis for development of a comprehensive project schedule during contract negotiations. Once the project schedule is established, long range planning for the use of this facility will take place. Consequently, strict adherence to the agreed-upon project schedule is required.

CONSTRUCTION MANAGEMENT PROJECT DELIVERY METHOD

GOALS AND MILESTONES START DATE END DATE DURATION PROGRAM APPROVAL 01-Apr-2014 22-Apr-2014 3 weeks 0.1 Years Facilities Program Development 01-Apr-2014 08-Apr-2014 1 weeks University Committees Review of Program 08-Apr-2014 22-Apr-2014 2 weeks University Facilities Program Approval 08-Apr-2014 22-Apr-2014 2 weeks A/E SELECTION PROCESS 22-Apr-2014 24-Jun-2014 9 weeks 0.2 Years Advertise for A/E in FAW 22-Apr-2014 20-May-2014 4 weeks A/E Short-list 20-May-2014 27-May-2014 1 weeks A/E Interviews 27-May-2014 10-Jun-2014 2 weeks A/E Selection Approval 10-Jun-2014 17-Jun-2014 1 weeks Contract Negotiations with A/E 17-Jun-2014 24-Jun-2014 1 weeks PRE-DESIGN PHASE 24-Jun-2014 08-Jul-2014 2 weeks 0.0 Years Letter of Activation 24-Jun-2014 01-Jul-2014 1 weeks Program Verification and Site Analysis 01-Jul-2014 22-Jul-2014 3 weeks Measured Drawings and Building Survey 01-Jul-2014 22-Jul-2014 3 weeks Site Survey 01-Jul-2014 15-Jul-2014 2 weeks Geotechnical Study 01-Jul-2014 08-Jul-2014 1 weeks C/M SELECTION PROCESS 29-Apr-2014 24-Jun-2014 8 weeks 0.2 Years Advertise for C/M in FAW 29-Apr-2014 27-May-2014 4 weeks C/M Short-list 27-May-2014 03-Jun-2014 1 weeks C/M Interviews 03-Jun-2014 17-Jun-2014 2 weeks C/M Selection 17-Jun-2014 17-Jun-2014 0 weeks Contract negotiations with C/M 17-Jun-2014 24-Jun-2014 1 weeks DESIGN PHASE 24-Jun-2014 20-Jan-2015 30 weeks 0.6 Years Conceptual Design 24-Jun-2014 15-Jul-2014 3 weeks Conceptual Design review and approval 15-Jul-2014 29-Jul-2014 2 weeks University Committees Review of Concept 15-Jul-2014 12-Aug-2014 4 weeks Schematic Design 29-Jul-2014 26-Aug-2014 4 weeks Schematic Design review and approval 26-Aug-2014 09-Sep-2014 2 weeks Design Development and Budget verification 09-Sep-2014 07-Oct-2014 4 weeks Design Development review and approval 07-Oct-2014 21-Oct-2014 2 weeks University Committees Review of Design 07-Oct-2014 04-Nov-2014 4 weeks Design Review submittal to State Fire Marshal (SFM) 07-Oct-2014 04-Nov-2014 4 weeks 50% Construction Documents and Budget update 21-Oct-2014 09-Dec-2014 7 weeks 50% Construction Documents review and approval 09-Dec-2014 23-Dec-2014 2 weeks

Submittal of GMP 23-Dec-2014 20-Jan-2015 4 weeks

Fast-tracked (complex project)

100% Construction Documents and Budget update 20-Jan-2015 03-Mar-2015 6 weeks 100% Construction Documents review and approval 03-Mar-2015 17-Mar-2015 2 weeks Design Review submittal to State Fire Marshal (SFM) 03-Mar-2015 31-Mar-2015 4 weeks CONSTRUCTION PHASE 23-Dec-2014 26-Nov-2015 48 weeks 0.9 Years Notice to Proceed 23-Dec-2014 30-Dec-2014 1 weeks Bid Package Submittal and Review 23-Dec-2014 20-Jan-2015 4 weeks Approval to advertise bid package 23-Dec-2014 30-Dec-2014 1 weeks Construction 23-Dec-2014 06-Oct-2015 41 weeks Contractor Punch & Clean 08-Sep-2015 06-Oct-2015 4 weeks

UF-392 XIII-1

Substantial Completion Inspection 06-Oct-2015 13-Oct-2015 1 weeks Punchlist Corrective Work 13-Oct-2015 12-Nov-2015 4 weeks Owner Occupancy 13-Oct-2015 20-Oct-2015 1 weeks Final Completion Inspection 12-Nov-2015 26-Nov-2015 2 weeks Total 01-Apr-2014 26-Nov-2015 86 weeks 1.7 Years

Fast-Tracked Process: Begin construction at acceptance of GMP with early release of foundation/civil bid package.CONSTRUCTION PHASE 23-Dec-2014 26-Nov-2015 48 weeksNotice to Proceed 23-Dec-2014 30-Dec-2014 1 weeksBid Package Submittal and Review 23-Dec-2014 20-Jan-2015 4 weeksConstruction 23-Dec-2014 06-Oct-2015 41 weeksContractor Punch & Clean 08-Sep-2015 06-Oct-2015 4 weeksSubstantial Completion Inspection 06-Oct-2015 13-Oct-2015 1 weeksPunchlist Corrective Work 13-Oct-2015 12-Nov-2015 4 weeksOwner Occupancy 13-Oct-2015 20-Oct-2015 1 weeksFinal Completion Inspection 12-Nov-2015 26-Nov-2015 2 weeksTotal 17-Jun-2014 26-Nov-2015 75 weeks 1.4 Years

UF-392 XIII-2

LEED-NC v3.0 Project Checklist

Yes ? No21 1 4 Sustainable Sites 26 Points responsible partyY Prereq 1 Construction Activity Pollution Prevention Required Civil/CM1 Credit 1 Site Selection 1 UF5 Credit 2 Development Density & Community Connectivity 5 UF1 Credit 3 Brownfield Redevelopment 1 UF6 Credit 4.1Alternative Transportation, Public Transportation Access 6 UF1 Credit 4.2Alternative Transportation, Bicycle Storage & Changing Rooms 1 A/E

3 Credit 4.3Alternative Transportation, Low-Emitting and Fuel-Efficient Vehicles 3 UF2 Credit 4.4Alternative Transportation, Parking Capacity 2 UF

1 Credit 5.1Site Development, Protect of Restore Habitat 11 Credit 5.2Site Development, Maximize Open Space 1 UF1 Credit 6.1Stormwater Design, Quantity Control 1 CM1 Credit 6.2Stormwater Design, Quality Control 1 CM1 Credit 7.1Heat Island Effect, Non-Roof 1 Landscape1 Credit 7.2Heat Island Effect, Roof 1 A/E

1 Credit 8 Light Pollution Reduction 1

10 Water Efficiency 10 PointsY Prereq 1 Water Use Reduction, 20% Reduction Required UF4 Credit 1 Water Efficient Landscaping 2 to 4 Landscape2 Credit 2 Innovative Wastewater Technologies 2 UF4 Credit 3 Water Use Reduction 2 to 4 UF

21 4 10 Energy & Atmosphere 35 PointsY Prereq 1 Fundamental Commissioning of the Building Energy Systems Required CxAY Prereq 2 Minimum Energy Performance Required MEPY Prereq 3 Fundamental Refrigerant Management Required MEP16 3 Credit 1 Optimize Energy Performance 1 to 19 MEP

7 Credit 2 On-Site Renewable Energy 1 to 72 Credit 3 Enhanced Commissioning 2 CxA

2 Credit 4 Enhanced Refrigerant Management 2 MEP3 Credit 5 Measurement & Verification 3 MEP

2 Credit 6 Green Power 2

9 3 Materials & Resources 14 PointsY Prereq 1 Storage & Collection of Recyclables Required ArchI/UF1 Credit 1.1Building Reuse, Maintain Existing Walls, Floors & Roof 1 to 3 A/E1 Credit 1.2Building Reuse, Maintain 50% of Interior Non-Structural Elements 1 A/E2 Credit 2 Construction Waste Management 1 to 2 CM

2 Credit 3 Materials Reuse 1 to 22 Credit 4 Recycled Content 1 to 2 CM2 Credit 5 Regional Materials 1 to 2 CM

1 Credit 6 Rapidly Renewable Materials 11 Credit 7 Certified Wood 1 CM

12 3 Indoor Environmental Quality 15 PointsY Prereq 1 Minimum IAQ Performance Required MEPY Prereq 2 Environmental Tobacco Smoke (ETS) Control Required UF1 Credit 1 Outdoor Air Delivery Monitoring 1 MEP

1 Credit 2 Increased Ventilation 1 MEP1 Credit 3.1Construction IAQ Management Plan, During Construction 1 CM1 Credit 3.2Construction IAQ Management Plan, Before Occupancy 1 UF1 Credit 4.1Low-Emitting Materials, Adhesives & Sealants 1 CM1 Credit 4.2Low-Emitting Materials, Paints & Coatings 1 CM1 Credit 4.3Low-Emitting Materials, Flooring Systems 1 CM1 Credit 4.4Low-Emitting Materials, Composite Wood & Agrifiber Products 1 CM1 Credit 5 Indoor Chemical & Pollutant Source Control 1 MEP/Arch1 Credit 6.1Controllability of Systems, Lighting 1 MEP1 Credit 6.2Controllability of Systems, Thermal Comfort 1 MEP1 Credit 7.1Thermal Comfort, Design 1 MEP1 Credit 7.2Thermal Comfort, Verification 1 UF

1 Credit 8.1Daylight & Views, Daylight 75% of Spaces 1 A/E1 Credit 8.2Daylight & Views, Views for 90% of Spaces 1 A/E

5 1 Innovation & Design Process 6 Points1 Credit 1.1MRc4 1 UF1 Credit 1.2MRc5 1 UF1 Credit 1.3Education 1 UF1 Credit 1.4Green cleaning 1 UF

1 Credit 1.5Innovation in Design: pending MR7 or MR2 1 UF1 Credit 2 LEED® Accredited Professional 1 UF

4 Regional Priority 4 Points1 Credit 1.1Regional Priority: SSc5.2 1 UF1 Credit 1.2Regional Priority: WEc2 1 UF1 Credit 1.3Regional Priority: EAc1, min. 28% 1 UF1 Credit 1.4Regional Priority: MRc5.2 1 UF

82 9 17 Project Totals (pre-certification estimates) 110 PointsYes ? No Certified 40-49 points Silver 50-59 points Gold 60-79 points Platinum 80-110 points

Project Name: O'Dome Renovation & AdditionDate last updated; 4/14/2014,

Owner’s Project Requirements (OPR) Template revised November 2009

17.1 Introduction 17.2 Owner Requirements Covered Elsewhere 17.3 Project-Specific Design Goals 17.4 Occupancy & Use 17.5 Sustainability and Energy Efficiency 17.6 Building Site 17.7 Transportation & Parking 17.8 Building Envelope 17.9 Indoor Environmental Quality

17.10 Emergency or Backup Power 17.11 Telecommunications and A/V Systems 17.12 Security 17.13 Hazardous Materials 17.14 Furnishings & Equipment 17.15 Commissioning, Inspection, and Q.A. 17.16 Construction Completion & Turnover 17.17 Operation & Maintenance 17.18 Owner Training 17.19 Post-Occupancy and Warranty

17.1 INTRODUCTION Along with the other sections of this Facilities Program, this Owner’s Project Requirements (OPR) document outlines functional requirements of the project and expectations of how the facility and its systems will be used and operated. The OPR is required for LEED certification of the project, but also serves three broader vital purposes: 1. Provides the design team with information necessary to develop the Basis of Design (BOD) during

program verification and/or schematic design, which serves as a “road map” for development of the design and construction documents.

2. Provides the commissioning (Cx) team with tangible benchmarks to measure success & quality and

confirm that the building and systems constructed align with the University’s expectations and requirements.

3. Serves, along with the BOD and contractor deliverables such as “as-built” documents, as the

foundation for the Systems Manual outlined below. The Owner will develop and update the OPR through program verification and schematic design, or until the Cx consultant is selected. The Cx consultant will then assume responsibility for refining and augmenting the OPR throughout design, construction, and the post-occupancy period of one year following Substantial Completion of construction. As decisions are made during the life of the project, this document shall be updated to reflect the current requirements of the University. The Owner is the University of Florida Athletic Association and the Board of Trustees (UF). Primary users and stakeholders include UF Business Services and Athletic Association. The entity responsible for

UF-392 XVII-1


project management and delivery is UF Planning, Design & Construction (PDC). The organization responsible for operation and maintenance of the facility is the University's Physical Plant Division (PPD).

17.2 OWNER REQUIREMENTS COVERED ELSEWHERE Many components of, or related to, the OPR are covered elsewhere in the Facilities Program, including: Detailed project history, background, and justification – Section IV General planning and design objectives – Section IV Relationship to Campus Master Plan – Section VII Existing site conditions & constraints – Section VIII Project space types, sizes, and adjacencies – Section IX Finishes, M/E/P, telecomm and A/V, and acoustic requirements by space or space type – Section IX Distributed and site underground utilities – Section X Applicable codes – Section XII Project schedule and budget – Sections XIII and XV Additional requirements, expectations, and standards for UF projects are detailed in the following: UF Design & Construction Standards – www.facilities.ufl.edu UF Telecommunications Standards – http://net-services.ufl.edu/infrastructure/ Design Services Guide – www.facilities.ufl.edu UF Energy Policies, Rates, Provisions – www.ppd.ufl.edu/pdf/UFUtilityPolicy.pdf UF Environmental Health & Safety – www.ehs.ufl.edu

17.3 PROJECT-SPECIFIC DESIGN GOALS 1. Flexibility and Future Expansion The interior space to be reconfigured for club seating, open space to conduct O’Dome other

events and activities Special attention to be paid to design the MEP systems and isolate the arena from the pool area. Review of the telecommunications to support the most updated UF and UAA

telecommunication standards and requirement. 2. Quality and Context The addition of the main entrance to the building must be impressive and contextually fits the

surrounding buildings. Create a court yard that ties the Heavener Football Complex, Heisman’s Statues and the main

entrance to this building. This courtyard to bring the warm appearance and feelings to the Gator fans.

Special attention to be paid to the traffic circulation to this new space and the parking lot and parking garage.

The building will be used as tool for brining business to the UF and recruits to UAA. Therefore, high level of attention to the performance and esthetics of the facility is warranted.

Interior spaced must provide a superior indoor environment to facilitate occupant’s comfort and productivity with high indoor air quality and proper acoustics.

Consider all the NCAA roles for designing the arena.

UF-392 XVII-2




http://www.ppd.ufl.edu/pdf/UFUtilityPolicy.pdf

http://www.ehs.ufl.edu/


17.4 OCCUPANCY & USE Describe the anticipated hours of operation, occupancy schedule(s), etc. Describe the occupants - number, type, transient vs. permanent, etc. Elaborate on any other special occupancy or usage goals, requirements ...

17.5 SUSTAINABILITY and ENERGY EFFICIENCY As part of an overall commitment to sustainability and a goal of achieving “carbon neutrality” by the year 2025, the University of Florida builds its facilities to last and promotes environmental quality and resource conservation through sustainable design and construction. See www.sustainable.ufl.edu. As part of that commitment and to demonstrate that the facility was designed and constructed to be energy-efficient and environmentally sustainable, University projects must be certified by the U.S. Green Building Council (USGBC) through its Leadership in Energy and Environmental Design (LEED) process. See www.usgbc.org and www.facilities.ufl.edu/sustain. This project shall achieve LEED-BD+C, V4 certification at no lower than Gold level. Specific, high-priority goals for this project include: Maximization of the HVAC and the Energy performance as a first priority. The facility shall operate

at a minimum of 40% higher efficiency than ASHRAE Standard 90.1-2010. Incorporation of strategies, measures, and systems to conserve energy, such as heat/enthalpy

wheels, energy recovery units, “setback” modes, etc. Utilization of the Building Automation System and other controls to efficiently maintain and track

performance of key building systems, particularly HVAC and lighting. See UF Design & Construction Standard 15950.

Optimization of variable-flow chilled water systems for maximum building and plant efficiency Use of low-VOC, regionally-available, and high recycled content materials. Specify recycled content material. Innovate in water conservation strategies. The Basis of Design (BOD) shall establish specific plans and strategies for achieving these goals, and the construction documents shall include requirements for LEED submittals and sustainable construction practices and techniques, including: Segregated collection and recycling of construction waste Proper erosion and sedimentation control techniques Procurement and use of low-VOC, regionally-available, and high recycled content materials The BOD shall also address the USGBC document entitled “Required Treatment of District Thermal Energy and its applicability to LEED certification of this project. The enclosed LEED matrix provides the University’s pre-design estimate of the probability of securing each credit – high, medium, or low. During program verification and/or conceptual schematic design, the project team will review and update this spreadsheet in order to firmly establish sustainability goals for the project. The matrix will be continuously maintained by the University throughout design and construction as a guideline for achieving LEED certification and tracking progress and action items.

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http://www.sustainable.ufl.edu/

http://www.usgbc.org/

http://www.facilities.ufl.edu/sustain


Duke Energy – the University’s primary electric and steam provider – has established a rebate program for certain components of new construction that meet energy efficiency requirements, including: lighting motors energy recovery ventilation solar, green, or cool roofs demand control ventilation

compressed air system high efficient chillers occupancy sensors thermal energy storage

To verify compliance and confirm which rebates apply to this project, Duke Energy will review the 100% Construction Documents and final energy model and will inspect the building at completion. Specific portions of the final MEP drawings/schedules, energy model, and other information will be used by Duke Energy to perform calculations necessary to determine the rebate for each project. The University expects all components of this project/building to be the most efficient and highest quality systems in order to qualify for these rebates.

17.6 BUILDING SITE The project is gut rehab for this project and addition of 8000 FS of new construction with main entrance to the building to the east of the current building. Consideration to be given to the vegetation on the east of the building where expansion will occur and tree protection is required. In addition, an irrigation well and other utilities are in the path of expansion that needs to be addressed.

17.7 TRANSPORTATION & PARKING This scope of this project does not include any parking addition. But, the traffic flow for pedestrian and bicycles must be addressed and integrated into the project design.

17.8 BUILDING ENVELOPE The exterior shall be designed to endure for at least 75 years. Selection of materials and detailing of envelope systems shall be consistent with the Florida Building Code and UF Design & Construction Standards; performance-based to allow the building to withstand weather conditions typical of North Central Florida; and esthetically consistent with the area of campus where the facility will be constructed. Prevention of moisture intrusion is a high-priority goal applicable to all project team disciplines. Solar transmission shall be controlled and designed in accordance with ASHRAE Standard 90.1-2010 through high-performance, low-e glazing, overhangs and external shading, and other techniques to minimize solar heat gain and maximize light transmittance for daylighting where functionally practical. Roofs – anticipated being replaced with reflective roofing and easy to maintain.

17.9

17.10 INDOOR ENVIRONMENTAL QUALITY 1. Indoor Lighting and Lighting Controls

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Efficient lighting must be integrated into the project including athletic rooms, dressing rooms, arena, retails, and the remaining project.

2. Thermal Comfort

Building temperature set points should be established as 74oF – 76oF for Summer and 72oF – 74oF for Winter. Design to meet the function of the building with offices, retails, meeting rooms, and arena.

3. Ventilation and Filtration

Meet ASHRAE 62.1, 2010 requirement. Also, address the ventilation requirement for this type of building.

4. Acoustics Design to address acoustical requirement for this type of building.

5. IAQ Pre- occupancy IAQ testing will be performed by EH&S.

17.11 EMERGENCY, BACKUP, or ‘CLEAN’ POWER Evaluate the emergency generator and design based on the building need.

17.12 TELECOMMUNICATIONS and AUDIO/VISUAL SYSTEMS Wireless access shall be provided throughout the building and at any defined outdoor gathering spaces. Consult with building occupant and specifically UAA on the needs for the athletics programs and for the other events and activities in the building. Also see section XI of this facilities program.

17.13 SECURITY Security and access to the building must meet University’s requirement.

17.14 HAZARDOUS MATERIALS 1. Existing

The arena floor and the 2nd floor track contain Mercury, which must be abated before the construction starts.

2. Functional Mercury must be abated before the construction starts.

17.15 FURNISHINGS & EQUIPMENT All office furniture, arena seating, club seating, AV to the center screens in the arena, and meeting rooms furniture is part of the project. Furniture installation must be coordinated with the CM, and all data and power to furniture must be included in the design.

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17.16 COMMISSIONING, INSPECTION, and QUALITY ASSURANCE The Commissioning (Cx) consultant will be independent of the design and construction teams, will be selected by the Conceptual Schematic phase, and will be responsible for maintenance of this OPR and BOD; peer review of the design and construction documents; development of the project-specific Cx specification using the University’s template “non-technical” spec; development of the project-specific Cx Plan; construction and acceptance phase commissioning and documentation; development of the facility’s Systems Manual; and post-occupancy commissioning, testing, and documentation. It is anticipated that the following building systems will be commissioned: Mechanical and HVAC systems Electrical and lighting systems Domestic hot water systems Building envelope systems Renewable energy systems The following items of particular interest to the University shall be addressed and verified by the Cx consultant throughout the term of service: 1. Meeting or exceeding “Delta-T” minimums across cooling coils for campus chilled water 2. Accuracy of utilities metering and integration of same with the Building Automation System (BAS) 3. Measurement & Verification of energy usage, performance, and efficiency Onsite inspection of life safety, code compliance, and ADA-related items will be conducted by the University’s Division of Environmental Health & Safety (EH&S) and the State Fire Marshal. See www.ehs.ufl.edu for more information. Onsite inspection of systems and components governed by the UF Design & Construction Standards and the UF Telecommunications Standards will be conducted, respectively, by the University's Physical Plant Division (PPD) and Office of Information Technology (OIT). The detailed scope of Cx services shall complement these inspections to eliminate gaps or “double coverage” in field oversight. The facility is anticipated to be a “threshold” building as defined by the FL Building Code. The University will hire a qualified "special inspector" directly or as an additional design service to perform the onsite inspection and oversight services required for such "threshold" facilities. The distributed utilities system employed on the main UF campus may necessitate partial commissioning of the energy plant(s) serving the new facility and/or collection of energy efficiency data from PPD. See the USGBC document entitled “Required Treatment of District Thermal Energy in LEED-NC,” dated 5/22/08.

17.17 CONSTRUCTION COMPLETION and TURNOVER Inspection, testing, and commissioning culminate in a declaration of Substantial Completion by UF. This date establishes both the beginning of the warranty period and commencement of operation and maintenance by UF. Details on the closeout of major projects can be found on the FPC website. Move-in of occupants and their personal belongings will not take place until all Substantial Completion “punchlist” items are completed.

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http://www.ehs.ufl.edu/


The project must be completed and occupied before the basketball season begins, by December 5, 2015.

17.18 OPERATION & MAINTENANCE The entity responsible for maintenance and operation of the building and its systems, beginning on the date of Substantial Completion, is Physical Plant Division (PPD). In addition to the Cx Plan, field reports, and test reports, the Cx consultant’s primary deliverable is a Systems Manual as required for LEED E/A Credit 3 (Enhanced Commissioning). This manual provides the University with a single source of information and instructions for proper operation and maintenance of primary building systems. As opposed to equipment-oriented “O&M manuals,” the Systems Manual is to be systems-oriented to provide operators with easy access to both narrative and technically detailed reference material, descriptions, diagrams, schedules, and other information on stand-alone and, particularly, integrated systems. Like the OPR and BOD, the Systems Manual should be a living document. Unlike the OPR and BOD, though, the Systems Manual should evolve throughout the life of the building – complied by the Cx from documentation developed by the owner, design team, contractors, and the Cx process itself, then turned over for perpetual use and upkeep by building operators and future consultants and contractors throughout the building's life.

17.19 OWNER TRAINING Onsite training for the Owner – whether operators/maintainers or users/occupants – shall include a description and overview of systems, not just the components and equipment that comprise each system. Training – which is ideally held in conjunction with commissioning – should include general orientation and reviews of the written O&M instructions, relevant health and safety issues or concerns, operation in all possible modes, preventive maintenance, and common troubleshooting problems & solutions. Building systems that the maintenance entity shall be trained on include: HVAC systems BAS/controls Electrical systems Lighting controls Security system Building systems that the occupants/users shall be trained on include: Lighting controls Audio/visual (A/V system Most training shall be completed prior to Substantial Completion, and all sessions shall be videotaped and converted to DVD format for the Owner’s use.

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17.20 POST-OCCUPANCY and WARRANTY The Cx consultant, CM/GC, and all subcontractors whose systems were commissioned shall meet with the Owner’s O&M staff quarterly during the first year after Substantial Completion to offseason test, optimize, and otherwise troubleshoot all commissioned systems. Also, an onsite meeting will be conducted 10-11 months after Substantial Completion to review performance and quality of the facility with all effected parties – UF occupants & users, O&M staff, the design team, and the contractor and its subcontractors. Occupant survey will be conducted for thermal and lighting comfort before the one year warrantee is conducted.

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