BASIS OF DESIGN - University of Floridafacilities.ufl.edu/prjdocs/00000893.pdf · BASIS OF DESIGN Schenkel Shultz Architecture /Robert A.M. Stern Architects 24 Sept 2012 I. ADMINISTRATIVE/GENERAL

UF‐380 School of Business (Heavener Hall) University of Florida Gainesville, Florida

CONCEPTUAL SCHEMATIC DESIGN SUBMITTAL VOLUME 1 OF 2

BASIS OF DESIGN Schenkel Shultz Architecture / Robert A.M. Stern Architects 24 Sept 2012

UF‐380 School of Business (Heavener Hall) Page 1

UF‐380, School of Business (Heavener Hall) University of Florida Gainesville, Florida

CONCEPTUAL SCHEMATIC DESIGN SUBMITTAL

BASIS OF DESIGN Schenkel Shultz Architecture /Robert A.M. Stern Architects 24 Sept 2012 I. ADMINISTRATIVE/GENERAL 1. Project Narrative 2. Campus Master Plan Elements and Strategies 3. Environmental Permitting Requirements 4. Codes and Standards 5. Energy Strategies/ LEED 6. Design Delegated Systems 7. Division of Historical Resources Statement II. SITEWORK AND DISTRIBUTED UTILITIES 1. Site Narrative 2. Site Design Strategies 3. Utilities Demand Schedule 4. Site Utilities Strategies 5. Storm Water Management Strategies / LID 6. Exterior Courtyard and Gateway Description III. ARCHITECTURE AND BUILDING ENVELOPE 1. Exterior Narrative 2. Interior Narrative 3. Outline Specifications

IV. STRUCTURE 1. General Assumptions and Special Conditions or Requirements 2. Structural Systems narrative 3. Geotechnical Survey V. SYSTEMS ‐ M/E/P, FIRE PROTECTION, BAS 1. Mechanical 2. Electrical 3. Plumbing 4. Fire Protection 5. Building Automation System 6. Commissioning 7. Operations & Maintenance VI. SYSTEMS – TELECOMMUNICATIONS, AUDIO/VISUAL, SECURITY 1. Structured Cabling (Voice/Data/Video) Narrative 2. Audio/Visual Narrative 3. Security Narrative

ADMINISTRATIVE / GENERAL I

UF‐380 School of Business (Heavener Hall)

1. PROJECT NARRATIVE:

The Warrington College of Business Administration (WCBA) at the University of Florida is one of the world’s top‐rated public business programs. As part of a Research‐1 institution, the WCBA is dedicated to a substantial research agenda, in addition to its teaching mission, from the undergraduate to the doctoral level.

The mission of undergraduate education at the WCBA is to challenge students to pursue opportunities for growth by providing high quality learning, academic advising, career coaching, professional development programs, and study abroad opportunities. Undergraduate programs at the WCBA ranked 16th among U.S. public business schools in Bloomberg Businessweek’s 2011 ranking of Best Undergraduate Business Schools.

WCBA undergraduate programs have insufficient space and/or space that is incompatible with today’s learning environment and spread across multiple buildings. The co‐mingling of graduate and undergrad business student populations was greatly helped with the creation of Hough Hall in 2010, but the College now seeks to create a true home for its undergrad students.

The School of Business Building, which will be formally named Heavener Hall, will create instructional space designed specifically for the way students now learn and consolidating undergraduate classroom, study, and academic advising space into a single facility that supports the School’s (4) primary components:

International Programs Career and Leadership Programs Academic Advising and Career Coaching Online Business Program

The intent of this project is to create a home for undergraduate students in the WCBA School of Business, including small to medium‐sized classrooms, study rooms, academic advising space, and intellectual collision spaces for impromptu collaboration amongst the students outside of the classroom. The estimated size is just over 50,000 gross square feet.

Heavener Hall is to be located literally at the beginning of campus – the intersection of SW 13th Street and University Avenue. This location is ideally proximate with other buildings used by the WCBA, but presents an exciting, yet daunting design challenge … tastefully adding a modern, sustainable, technologically advanced facility at the primary campus gateway while adhering to historic preservation and Campus Master Plan guidelines and enhancing the experience of a person walking through, sitting in, or even driving by this area.

The facility must be simultaneously designed inside/out – where functionality drives the layout and form – and outside/in, since the exterior character of the building (and the redeveloped site) must fit contextually. It’s massing and materials must be compatible with nearby facilities on the National Register of Historic Places and

present an appropriate esthetic from all angles, while also being “of their time.” The design will be reviewed by historic preservation officials at both the University and State level.

In general, this will be a student‐oriented building … with a vibrant, open, welcoming, colorful, and celebratory environment that showcases the accomplishments of current and former students while supporting academic and extracurricular activities such as “Warrington Welcome” (a success course for first‐year students) and “Florida Leadership Academy” for the top 100 sophomores. Comfortable and technologically‐advanced spaces are necessary to promote both individual and team‐oriented learning, discussion, study, and informal interaction.

HOURS OF OPERATION AND # OF USERS:

The anticipated normal hours of operation for both Heavener Hall are 7:00 AM – 10:00 PM, Monday through Thursday, and 7:00 AM – 7:00 PM on Friday. No regular use on weekends is anticipated, but “24/7” student access to all “Academic Success Center” spaces except the “Multi‐Purpose Room” is desired.

The program includes the following capacities – not including the café space – so 832 or more people may occupy the facility at any time: ‐455 classroom seats

‐ 115 Multi‐Purpose seats

‐198 student study lounge or study room seats

‐64 staff or teaching assistant offices/workstations

SPECIAL NEEDS:

Special needs include a variety of anticipated hours of use. In order to accommodate the 24/7 requirements, the design will locate the Academic Success Center spaces along public corridors on lower floors for easy accessibility at all hours by students, while other portions of the building to be secured. The team will also strive to make the seating portion of the café available to students after hours to increase the available seating options for students.

Another special function that is being incorporated into the design is Touch Screen Scheduling Monitors to be located at each Study Room and Conference Room. This will allow the College to utilize a more sophisticated and interactive software for the scheduling and management of these spaces. The result is a system that is more convenient to the student and provides a reduction in staff time dedicated to this task.

OTHER REQUIREMENTS: The project documents will be delivered in BIM (Building Information Modeling). BIM technology and strategies will be utilized fully throughout the project in order to reduce construction conflicts, improve efficiencies, allow



for interactive work sessions, and allow for a more accurate and fully loaded “smart” record model of the new building at completion. A BIM Execution Plan and level of Detail (LOD) table is being utilized to provide direction to the entire team for direction and expectations for the development of the model. These documents are located on the UF‐380 project SharePoint site for review.

2. CAMPUS MASTER PLAN ELEMENTS AND STRATEGIES:

OVERVIEW:

The facility is consistent with policies of the Academic Facilities Element and all other applicable aspects of the Campus Master Plan (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 CMP Capital Improvement’s building map and table will be required to identify the scope and siting of the project. 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.

COMPLIANCE WITH THE CAMPUS MASTER PLAN, 2005‐2015

A. URBAN DESIGN ELEMENT

The project does impact open space connections identified on Figure 1‐4 of the Urban Design Element. An important open space connection is identified along the northern perimeter and eastern perimeter of the proposed site. These connections provide pedestrian access from University Avenue and SW 13th Street, to and through the College of Business and into the Plaza of the Americas /core of campus. The project will maintain, enhance or satisfactorily realign the open space connection consistent with Policies 1.2.4 and 1.3.2 of the Urban Design Element and Policy 2.2.5 of the Transportation Element.

The project is located within the Historic District or Historic Impact Area depicted on Figure 1‐2 of the Urban Design Element. The project within the Historic District will meet the requirements of the University’s Memorandum of Understanding with the State Division of Historical Resources per Policy 1.7.1 of the Urban Design Element.

The project is not located within an Archaeological Site or Sensitivity Zone as identified in the University’s Memorandum of Understanding with the State Division of Historical Resources and referenced in Policy 1.7.1 of the Urban Design Element.

The project is not located within or adjacent to an Open Space Enhancement Priority area as identified in Figure 1‐5 of the Urban Design Element.

Per Policy 1.3.7 of the Urban Design Element, this building located within the Registered Historic District and Historic Impact Area shall be between two and five stories tall, not to exceed the height of existing historically significant buildings in close proximity to the development site. Building heights in the Historic Impact Area shall be approved by the Preservation of Historic Buildings and Sites Committee, and the Land Use and Facilities Planning Committee. Strategies include utilizing the section/elevation properties of both Matherly and Bryan Halls to establish the overall building heights in order to respect the existing historic structures.

Additional policies, including 1.3.7, 1.4.1 and 1.4.3 of the CMP provide guidance regarding bicycle and pedestrian access, landscaping, and functional open space. At this location, the project should strive to provide these spaces in a more formal organization as is typical in the Historic District. Linear pedestrian promenades, courtyards, and plazas with a balance of hardscape and softscape are typical. The project site is located along the campus perimeter and at the apex of a Major Gateway to campus, which will only expand in importance as the other corners of SW 13th Street and University Avenue are redeveloped into much higher density uses. Sensitivity to this prominent visibility will be critical. Strategies for the gateway are discussed in further detail in Section II.6 of this document.

B. FUTURE LAND USE ELEMENT

The Future Land Use Element of the CMP identifies the project site within the Academic/Research areas in the Future Land Use Map and as such is consistent with the CMP.

C. ACADEMIC FACILITIES ELEMENT

The project is consistent with policies of CMP, Academic Facilities Element, Objective 1.1 regarding programming of academic and research space. The location is proximate to existing academic/research facilities consistent with Policy 1.2.3 of the Academic Facilities Element.

D. 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.



E. TRANSPORTATION ELEMENT

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

F. GENERAL INFRASTRUCTURE ELEMENT

The project is not within the Hogtown Creek drainage basin.

G. UTILITIES ELEMENT

The project will coordinate with the Physical Plant Division and the Office of Information Technology for utility and telecommunications infrastructure provisions. Strategies include rerouting major utilities around the building site along University Ave and 13th street in an early Site package next spring.

H. PUBLIC SAFETY ELEMENT

The project will coordinate with the University Police Department for security systems, lighting and Crime Prevention through Environmental Design provisions.

I. FACILITIES MAINTENANCE ELEMENT

The project may include 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 of the CMP. The project may include modifications to Bryan Hall’s stairwell that was added after the historic building was completed. As such, if any impacts to Bryan are included, 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. Strategies include removing the stair and relocating the exiting required for Bryan 232 as a part of the new project, thus eliminating an undesirable feature present today. The connection to Bryan Hall also affords the opportunity for an internal connection between the two facilities.

The project also proposes modifications to the east façade of Bryan Hall. Currently the east façade does not directly address NW 13th Street; it has a loose composition of louvers and windows and to the north of the façade is a highly visible emergency exit. Strategies include connecting internal circulation, vertical and/or horizontal or maintaining separation with a party wall.

J. CAPITAL IMPROVEMENT ELEMENT

The site is identified as a recommended future building site. The Future Building Sites Map will be amended to assign the recommended future building site to this project and the CIE Table will be amended to include the scope of this project.

K. 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.

L. IMPLEMENTATION ELEMENT

The project will be implemented consistent with the CMP policies related to committee review procedures and CMP amendments as applicable. The project schedule (attached as part of the CSD deliverable) identifies the scheduled meeting times for all Committee Review meetings. The team has also requested the presence of the Preservation Committee at Design Workshops to actively engage them into the process and decision making as it relates to the Historic nature of this site and adjacent buildings.

3. ENVIRONMENTAL PERMITTING REQUIREMENTS:

UF will provide Radon Testing for the project. No other environmental permitting is anticipated at this time.

4. APPLICABLE CODES AND STANDARDS:

CODES:

1. NFPA 1, Florida Fire Prevention Code ‐2010 2. NFPA 101, Life Safety Code – 2009 3. NFPA 10, Standards for Portable Fire Extinguishers – 2009 4. NFPA 13, Standard for the Installation of Fire Extinguishers – 2007 5. NFPA 14, Standards for the Installation of Standpipe and Hose Systems – 2007 6. NFPA 20, Standards for the Installation of Stationary Pumps for Fire protection – 2007 7. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water‐Based Fire Protection Systems – 2008 8. NFPA 54, National Fuel Gas Code – 2009 9. NFPA 70, National Electrical Code ‐ 2008 10. NFPA 72, National Fire Alarm Code – 2007 11. NFPA 80, Standards for Fire Doors and other Opening Protectives – 2007



12. NFPA 80A, Recommended Practice for Protection of Buildings from Exterior Fire Exposures – 2007 13. NFPA 90A, Standards for the Installation of Air‐Conditioning and Ventilation Systems – 2009 14. NFPA 105, Standards for the Installation of Smoke Door Assemblies and Other Opening Protectives – 2007 15. NFPA 170, Standards for Fire Safety and Emergency Symbols – 2006 16. NFPA 780, Standards for the Installation of Lightning Protection Systems – 2011 17. FBC, Florida Building Code, Building – 2010 18. FBC, Florida Building Code, Mechanical – 2010 19. FBC, Florida Building Code, Plumbing – 2010 20. FBC, Florida Building Code, Fuel Gas – 2010 21. Florida Accessibility Code for Building Construction ‐ 2012

STANDARDS: 1. UF ‐ Historic Campus – Preservation Plan and Guidelines for Rehabilitation and New Construction 2. UF ‐ Design and Construction Standards 3. UF ‐ Telecommunications Standards 4. UF – Electronic Access Control Standards 5. American Concrete Institute (ACI) 6. American Institute of Steel Construction (AISC) 7. American National Standard Institute (ANSI) 8. American Society of Civil Engineers (ASCE) 9. American Society of Heating, Refrigeration & Air Conditioning Engineers (ASHRAE) 10. Air Conditioning & Refrigeration Institute (ARI) 11. Air Movement and Control Association (AMCA) 12. Standards of the Hydronic Institute (IBR) 13. American Society for Testing and Materials (ASTM) 14. American Water Works Association (AWWA) 15. Florida department of Transportation (FDOT) 16. Gainesville Regional Utilities (GRU) 17. Institute of Electrical & Electronic Engineers (IEEE) 18. Underwriters laboratories (UL) 19. Sheet Metal & Air Conditioning Contractors National Association (SMACNA) 20. Steel Deck Institute (SDI) 21. Steel Joist Institute (SJI) 22. National Electrical Manufacturers Association (NEMA) 23. Secretary of the Interior’s Standards for Rehabilitation and Guidelines for Rehabilitation (1990)

5. ENERGY STRATEGIES/LEED:

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. As part of that commitment and to demonstrate that the facility will be designed and constructed to be energy‐efficient and environmentally sustainable, this project will be certified by the U.S. Green Building Council (USGBC) through its Leadership in Energy and Environmental Design (LEED) process. The University’s goal is to achieve LEED‐BD&C certification of this project at no lower than Gold level. All systems, materials, and equipment shall be designed with sustainability and energy efficiency in mind, including these specific high‐priority goals: ‐Maximization of the HVAC credits under the Energy and Atmosphere section of the LEED rating system. ‐Incorporation of strategies, measures, and systems to conserve energy, such as energy recovery units, “setback” modes, and demand‐controlled ventilation. ‐Utilization of the Building Automation System (BAS) and other controls to efficiently maintain and track performance of key building systems, particularly HVAC and lighting. ‐Optimization of air conditioning systems for maximum building efficiency. ‐Use of low‐VOC, regionally‐available, and high recycled content materials. ‐Adoption of “daylight harvesting” to minimize electric lighting usage where practical. ‐Use of LED exterior lights. ‐A comprehensive Measurement & Verification Plan that allows for capturing, calculating, and reporting relevant energy use data and performance verification of energy conservation measures. ‐An interactive public “dashboard” capable of displaying predicted and actual energy usage, costs, and other performance metrics. Specific plans, techniques and strategies for achieving these goals are as follows: ‐ Installation of Bicycle racks and related shower facility ‐Utilize/upgrade the existing well on site for irrigation ‐Segregated collection and recycling of construction waste ‐Segregated Recycling collection areas within the building ‐Procurement and use of low‐VOC, regionally‐available, and high recycled content materials ‐Use of High Albedo Roofing materials ‐Use of Insulating Low E Glazing and Thermally broken Window and Curtainwall systems ‐Use of Certified Wood Products ‐Proper indoor air quality management during construction



A number of strategies to maximize energy conservation, efficiency and cost savings were discussed with the design team and UF PPD. These strategies were developed in consideration of the site constraints (lack of space for outdoor equipment, no “back of the house,” etc.) and building constraints (limited floor‐to‐floor height, lack of space for mechanical equipment due to limited foot print, etc.). All schemes that were developed for HVAC considered zoning, cooling load variation and space type. The following HVAC schemes were selected to be evaluated by Life Cycle Cost Analysis (LCCA): 1. Chilled Beam with Dedicated Outdoor Air System (DOAS): This scheme provides energy savings by minimizing fan energy, using heat wheels for heat recovery on ventilation air, and minimizing reheat. There is also the potential to pursue the increased ventilation LEED credit with little impact on energy use. CO2 control may also be possible. 2. Optimized Supply Air Temperature VAV with DOAS: This scheme provides energy savings by reducing fan energy (due to lower 48ºF supply air), using heat pipes for ventilation air, reduced ventilation air by displacement ventilation, and eliminating reheat. Further ventilation energy use reduction will result from CO2 control of the DOAS. 3. Conventional VAV with DOAS: Same as Scheme 2, except less fan energy savings. 4. Heating: Both hot water from Bryan Hall (lower first cost than extending steam to Heavener) and electric heat will be considered. The premium building envelope and ventilation air heat recovery are expected to minimize heating requirements. The following schemes were considered, but rejected as inappropriate for the project: 1. Fan Coil Units: This has the highest first cost and unacceptable maintenance costs for PPD. Also, this has noise issues. 2. DX Cooling: There is no space available outside for condensing units. This would also cause noise problems in the courtyards. Also, adequate campus chilled water is available. 3. Under‐floor Air Distribution (UFAD): The traditional advantages of UFAD can’t be realized at Heavener. First, there is no “churn” or turnover of tenants. Second, reduced ceiling space by the use of a return air plenum is not consistent with UF Standards. And finally, extended economizer operation (63F vs 55F) is not possible in Gainesville due to high humidity levels. All HVAC schemes will incorporate the following, as applicable: 1. Energy efficient motors. 2. Static pressure reset. 3. Supply air temperature reset. 4. DOAS with CO2 control. 5. Heat wheels or heat pipes for ventilation air. 6. High delta‐T cooling coils. 7. Variable volume AHUs. 8. Variable volume pumping.

Additional energy savings strategies include: 1. T5 lighting. 2. LED lighting. 3. Lighting controls. 4. Point‐of‐use electric water heaters. Other sustainable features will be included in the design: 1. Reduced site lighting pollution (fixture selection). 2. Low flow/no flow plumbing fixtures. 4. Indoor pollution control. 5. Temperature zone controls. 6. Lighting zone controls. In addition to the design initiative, a comprehensive LEED checklist will be developed that incorporates all of the traditional UF LEED goals (construction waste management, low VOC materials, etc.) and site specific credits achievable by virtue of the building’s location on the UF Campus. The project specific LEED matrix is attached on the next page. Products and systems eligible for energy efficiency rebates from Progress Energy include: solar/ cool roofs lighting motor energy recovery ventilation‐( electric heat prerequisite requirement) demand control ventilation‐( electric heat prerequisite requirement)

The team has contacted Progress Energy and of note is that the requirements for rebates will be updated this year due to the changes I the Building Code. See the attached link for additional information: https://www.progress‐energy.com/florida/business/save‐energy‐money/energy‐efficiency‐for‐business.page?



6. DESIGN DELEGATED SYSTEMS:

DESIGN DELEGATED SYSTEMS: Concrete Formwork, Shoring and Back Shoring Precast Concrete (Architectural and/or Structural) Cold Rolled Metal Stud Framing Steel Trusses/Joists Structural Steel Connections Steel Stairs Metal Fabrications‐ Railings and Gratings Curtain wall, Aluminum Framed Entranceways and Storefronts, Glazing system Fountain Design at Corner Gateway

DESIGN ASSIST SYSTEMS:

Audio Visual System Ornamental Stone Iconography



7. DIVISION OF HISTORICAL RESOURCES STATEMENT

University of Florida Project Manager for Heavener Hall, Howie Ferguson, has contacted the Division of Historical Resources (DHR) regarding meetings and protocol for reviewing the project and was instructed that the DHR will not participate in review meetings. Instead at project milestones, the design documents will be reviewed and comments forwarded to the project team. The design team has studied the following documents as it conducts ongoing research into the University of Florida Historic Campus:

The University of Florida Campus Master Plan The University of Florida Historic Preservation Plan The University of Florida Historic Preservation Guidelines The Evolution of the Architectural Ornamentation on the University of Florida Campus, 1906‐1956 (Graduate thesis written by Jessica Marie Goldsmith, University of Florida, 2007)

The findings from this research have been incorporated into the design of Heavener Hall. Of note:

The evolution of campus planning and architectural design in the Historic District through University Architects Edwards, Weaver and Fulton has been studied. Edwards 1905 Campus Plan envisioned the site as a gateway for the campus. The team will continue to develop on this vision. Cues are also taken from the siting strategy of Matherly Hall along University Avenue. Perimeter limits determined by the Campus Master Plan respect Tigert Hall and Matherly Hall. We were instructed by the University of Florida department of Facilities Planning that these lines are not rigid build‐to lines, but that the primary building massing should respect these limits. The setback lines appear on the building plans for reference. Buildings in the district have multiple prominent entrances addressing public spaces. The north facing entrances along University Avenue are proposed locations for more elaborate architectural detailing and relief sculptures as seen on many of the historic buildings on campus. Windows are primarily double hung and vertical in orientation. There are large expanses of window for day‐lighting and natural ventilation as is typical of the gothic buildings on the University of Florida campus. Continuing the material palette and referencing building details helps to situate Heavener Hall comfortably in the context of the Historic Campus. The material palette is consistently “Gainesville Range” red brick, clay roof tile and cast stone trim. Modifications to Bryan Hall, such as the egress stair added to the north façade, detract from the historic building. Efforts to replace such modifications are being considered holistically with the design of Heavener Hall.

Design workshops have included members of the University of Florida Department of Facilities Planning and the Preservation of Historic Buildings and Sites Committee. Dates for these meetings follow:

Kick‐off Meeting – August 6th, 2012

Workshop #1 – August 22nd, 2012

Workshop #2 – September 12th, 2012

The design options from these workshops are included in the Appendix to the Conceptual Schematic Design, September 24, 2012 for reference. The design team will continue to engage these departments in the early phases of the design process, the next workshop being scheduled for October 24th, 2012.

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III

ARCHITECTURE AND BUILDING ENVELOPE III


1. EXTERIOR NARRATIVE

Located at the southwest corner of University Avenue and SW 13th Street, Heavener Hall stands at the gateway to the University of Florida’s Historic Campus. It reflects the unique elements of the University of Florida brand of Collegiate Gothic while referencing the evolution of architectural styles through the different periods of the campus’ architectural heritage. Its proximity and potential connections to Bryan Hall require sensitivity to a blend of architectural styles ‐ from the original design for the College of Law by William Edwards in 1914 to the post‐World War II addition by Guy Fulton in 1956. The removal of the external egress stair to the north of Bryan Hall is integral to the design of Heavener Hall. Proposals include a conditioned bridge that connects the second floor of Bryan Hall to Heavener Hall.

Along University Avenue, the building takes several cues from Matherly Hall to its west, including its height and setbacks. The massing along SW 13th Street then steps down to two stories in order to relate to the height and proportions of Bryan Hall. These two masses create a new courtyard which is accessible from multiple points at the ground floor forming a suite of public spaces. Refer to Section II: Sitework & Distributed Utilities for courtyard descriptions. An alternate is included with the CSD package showing a three story wing along SW 13th Street to allow for future expansion. Continuity with the surrounding Historic Campus is essential; this is achieved by maintaining the material palette of Gainesville Range red brick, cast stone window details, entryway surrounds and copings and clay roof tile. The brick will match the ‘Garden Flemish’ bond of Bryan Hall (common bond with every sixth course as alternating headers and soldiers). Gabled roofs and dormers maintain the 12:12 slope consistently found throughout the Historic Campus. Dormers along extended elevations mediate the length of the façade. Windows are primarily double hung, taking their proportions from Bryan Hall. Shallow arch forms are placed strategically along the ground floor where larger openings are desirable. The courtyard‐side elevations reference those found at Tigert Hall, with double height groupings of windows to create a consistent rhythm around the courtyard. Throughout the course of design, the team will develop strategies for including cast stone ornament in select prominent locations such as main building entries from University Avenue. This will both assist with wayfinding and reflect the history of the Heavener School of Business. Other cast stone details such as projecting bay windows and crenellation will also be carefully designed with respect to the existing campus. The team will continue to reference the University of Florida Campus Master Plan, the University of Florida Campus Preservation Plan and Preservation Guidelines over the course of the design process.

Bryan Hall, Anderson Hall and Leigh Hall entrances showing the University of Florida material palette.

Tigert Hall elevation on SW 13th Street.



Building Envelope: The team is exploring a number of exterior envelope systems, all with a minimum R‐value of 20. The following are the three systems that will be priced by the CM for the cost estimate. Walls: a. Brick over CMU: 4” nominal brick, 1‐1/2” airspace, 2” of rigid insulation on the exterior face, fluid applied air and vapor barrier over 8” CMU with foam filled insulation in open cells. The interior wall face will include gypsum board over 3 5/8” metal studs. b. Brick over Steel Stud: 4” nominal brick, 1‐1/2” airspace, 2” of rigid insulation on the exterior face, fluid applied air and vapor barrier over 5/8” glass mat water resistant gypsum board over metal stud framing(size TBD). The interior wall face will be gypsum board. c. Precast Panelized Construction: 4” nominal brick laid integral within a precast concrete panel with 3” of spray foam insulation applied on the interior face of the panel. The interior wall face will include gypsum board over 3 5/8” metal studs. Note: spray foam insulation must be encapsulated behind gypsum board for flame spread requirements. The team is also exploring the appropriate STC value for the exterior walls that face University Avenue and 13th street due to their close proximity to daily traffic. An acoustical study is currently underway and the team will be reviewing and assessing the findings in order to establish the appropriate STC value in the ASD phase. Glazing: The exterior windows will be a thermally broken aluminum system with Low‐E insulated glazing with simulated divided lites with a spacer bar. The glazing will have a U value of 0.5 and a shading coefficient of .25. Roof: The roof assembly will be designed to a minimum R‐value of 40. In flat roof areas, the system will consist of a high albedo roofing 4‐ply modified bituminous membrane over lightweight insulation concrete over a cast in place concrete slab over one of the selected structural framing systems to be determined(refer to the Structure portion of the Basis of Design document). The sloped roofing system will include UF approved Ludowici flat slab clay tiles (minimum SRI of 29) over a self ‐adhered waterproof membrane over gypsum sheathing over steel deck over a steel framing system. A small roof top terrace and green roof area are shown outside the south‐facing offices on the third floor.

Refer to Section III.3 Outline Specifications for cost estimating guidelines for materials at a conceptual level.



2. INTERIOR NARRATIVE:

Heavener Hall will provide a much‐needed update to the facilities available to undergraduate programs at the School of Business. It will serve to unify instructional spaces, student services and student‐focused social spaces in a single location while also providing several amenities to enrich the student experience. Amenities include food service directly accessed from the entry courtyard off University Avenue and a generous courtyard devoted to the School of Business.

Several building entrances are provided in anticipation of student traffic from multiple directions. The two iconic building entrances are from University Avenue to the north. These will be seen upon arrival at the campus gateway at the southwest intersection of University Avenue and SW 13th Street. Additionally there is an entrance from the southwest (the main approach for student traffic) from the newly defined WCBA entry courtyard and an entrance from the south from the Warrington courtyard. The ground floor café can be accessed through a dedicated entrance keeping café traffic separate from the main building circulation.

The building is organized around three public spaces – an east and west lobby in the northern wing (each with an entrance from University Avenue) and an atrium space to the south (with an entrance from Warrington Courtyard). Generous corridors connect these spaces on all levels. Corridors either run along the edge of the building to maximize daylight or they are interrupted by large gathering spaces that occupy the full building width bringing daylight into the interior. There are two main stairs off the lobbies with windows into the Heavener courtyard. A third fire stair is located off the atrium. The elevator is located in the northeast hinge of the building off the west lobby. The lobbies and atria will be the focal points of the building with premium finishes as well as locations for showcasing the School of Business.

Heavener Hall will provide a home for undergraduate students. On the ground floor, the Academic Success Center is the main student lounge space with study rooms along three of its walls; the fourth wall has large windows into the courtyard. There is a strong visual connection from the study rooms to the main lounge and vice versa. Additional student study space is located on the second floor. This space will accommodate the Electronic Platform Teaching Assistants during their office hours and be open to the general student body at other times. There are additional pockets of lounge space off the corridors on the second and third floors. These spaces will all be furnished with comfortable seating to accommodate both large and small groups and to encourage students to use the building outside of scheduled class time.

The multipurpose room to the south of the building will provide flexible space for activities such as the Florida Leadership Academy and large student organization meetings. It has a direct connection to the atrium, which can be used for seated meals for groups meeting in the multi‐purpose room.

The most heavily trafficked spaces are located on the lower floors; the classrooms and the multi‐purpose room are co‐located in the east wing of the building. Larger classrooms are case‐study style to allow instructors to interact with students. These classrooms will support the Electronic Platform. Medium sized classrooms are

tiered cluster classrooms that double as student study space after hours. The small classrooms are the most flexible, with flat floors and easily reconfigured furniture. All classrooms will be designed to both incorporate modern pedagogy through current technology and to allow flexibility of uses.

The second floor offices suites will accommodate the Dean and Online Business Programs. The third floor suite will accommodate International Programs, Career & Leadership Programs, Academic Advising and Career Coaching. Both suites will have strong visual connections to public corridors and open reception and waiting areas.

Design will be sensitive to a variety of issues. University of Florida Design & Construction Standards and the Owner’s Project Requirements will continue to be referenced. Other considerations are indoor lighting and lighting controls, thermal comfort, ventilation and air conditioning and acoustics. The goals for Sound Transmission Class (STC) values of interior spaces have been established in the table below. In planning the building, where possible the team will locate mechanical rooms and toilet rooms away from core learning spaces in order to accommodate the desired STC values.

PROGRAM STC SEPARATION VALUES Reference: ANSI Standard for Educational Facilities

STC DESCRIPTION LEVEL Core Learning space to Corridor 45 Core Learning Space to Stair 45 Core Learning Space to Office or Conference Room 45 Core Learning Space to Outdoors 50 Core Learning Space to Core Learning Space 50 Core Learning Space to Mechanical Room 60 Core Learning Space to Cafe 60 Core Learning Space to Public Toilet 53 Office/ Conference Room to Corridor 45 Office/Conference Room to Stair 45 Office /Conference Room to Office or Conference Room 45 Office /Conference Room to Mechanical Room 60 Office/Conference Room to Cafe 60 Office/Conference Room to Public Toilet 45

*Doors in Core Learning Spaces adjacent to corridors, stairways,offices and/or conference rooms should meet an STC 30 rating

*Doors in Office/Conference Rooms adjacent to corridors, stairways,other offices and/or conference rooms should meet an STC 30 rating

*The location of core learning space entries across a corridor should be staggered to minimize noise transmission.

Refer to Section III.3 Outline Specifications for cost estimating guidelines for materials at a conceptual level.



3. CONCEPTUAL PRICING NARRATIVE

All specifications to follow the University of Florida’s ‘Design & Construction Standards’.

Reference the attached Audio/Visual Narrative as it relates to Architectural treatments.

1. Exterior Building Materials

A. Roof: Composition shall be as follows: 1) Clay Tile Roofs: Tile shall be flat slab clay tile. Size, shape and edges shall match existing where possible. Tile shall

meet Grade 1 requirements of ASTM C1167, latest edition. Closed valleys. Acceptable Manufacturer: Ludowici Tile Color: Summer Rose 2) Grace “Ice and Water Shield” to be used as eave and valley flashing. Grace “Ice and Water Shield” at eaves from

the downslope perimeter to upslope minimum 36". Drip edge to be 16 oz. copper. 3) Underlayment: minimum two layers of No. 30 asphalt saturated felt . 4) 5/8" plywood solid sheathing (nailboard composite for slate) bonded to 1" deep OSB spacers bonded to 2‐1/2"

Polyisocyanurate roof insulation (Hunter: “Cool‐Vent” or equivalent). 5) 5/8" fiberglass faced fire‐rated gypsum roof deck board with vapor barrier (“Ice and Water Shield” on Densdeck

or equivalent). 6) Prefabricated copper ridge vent. Not sure this is appropriate with a tile roof. Is this in their standards? Ask SSA

what a typical ridge detail would be on a tile roof. 7) Continuous vent at eave edge. 8) Built‐in copper gutters incorporated into eave cornice line. Provide external copper leaders with copper

conductor boxes. 9) All flat roofs to have . modified bituminous 4‐ply over rigid insulation sloped to roof drains. 10) Cast bronze roof drains at all flat roofs with internal leaders. Provide secondary scupper drains at all flat roofs. 11) Allow for necessary accessories and access hatches at flat roofs. 12) Allow for a “green” roof at third floor terrace comprised of 8” deep planting beds. In addition to an EPDM

waterproofing membrane and rigid insulation on top of the roof deck, there will also be a membrane root barrier, drainage/retention layer, geo‐textile fabric and soil.

B. Walls: Composition shall be as follows: 1) Foundation walls: Poured‐in‐place concrete with single‐ply adhered rubber modified asphalt sheet

waterproofing membrane (Laurenco Co.), 2” rigid polystyrene insulation (to T.O. footing below grade at occupied spaces) and drainage/protection board.

2) Brick: All Face Brick should comply with the ‘Design & Construction Standards’ issued by the University of Florida. Face brick should comply with ASTM C216‐06, grade SW, Type HBS. Face Brick is to be provided by one of the following as indicated in the Standards Documents. i. Cherokee (Macon, GA) ii. Carolina Ceramics (Columbia, SC) iii. Triangle (Raleigh, NC),

Brick is modular “Gainesville Range” red brick. Brick bond to be Garden Flemish. All mortar joints to be 3/8” concave tooled joints. Mix mortar using Portland Cement or Portland cement and lime only. All mortar shall be of natural color.

3) Dimensional Stone: Cast stone to simulate Standard Buff Indiana Limestone with a textured finish (standard

abrasive or bush‐hammered, depending on location on facades) for archways, buttress caps, chimney copings, exterior pilaster bases and capitals, lintels,window sills, window and Granite watertable.

4) 2‐3" air cavity with polyethylene mortar net (16” typical height) inserted at base of cavity and at relieving angles

and flashings. 5) 3" semi‐rigid mineral wool insulation board (Roxul cavityrock or equivalent) mechanically fastened to masonry

back‐up wall. All joints to be sealed. 6) Stainless steel adjustable brick ties spaced every 16" horizontally and vertically. 7) Stainless steel support angles and clips as required to support brick and dimensional stone. 8) Continuous sprayed‐on elastomeric air and vapor barrier membrane (Procor or equivalent) applied over

concrete masonry back‐up wall. 9) 8" nominal thickness, normal weight reinforced concrete masonry back‐up wall. 10) Zinc through‐wall sheet metal flashing and plastic weep tubes at relieving angles, window sills and lintels,

copings, etc. 11) Provide allowance for donor signage per University standards on north and south facades. 12) Painted gypsum board, veneer plaster or unfinished interior surface as indicated below for individual interior

spaces. Interior walls to extend from floor to deck.



C. Windows & Louvers: 1) Windows: Thermally‐broken aluminum framed double hung or fixed windows (as indicated on drawings) with 1”

IGU Low‐E glass, cast bronze hardware. Window units are to be factory prefinished in fluoropolymer coating or anodized. Off‐white.. Simulated divided lite with interior spacer bar. Alternate for pricing: extruded aluminum clad windows (“Kolbe & Kolbe” Ultra Series or equivalent product from “Pella” Architect Series or “Marvin” Ultimate double hung).

2) Louvers: 6” deep extruded aluminum frames and sight‐proof chevron drainable blades with free area of approx.

50%. Finish to be custom color Kynar paint on exterior and interior surfaces. Aluminum mesh bird / bug screens and insulated blank‐off panels to be provided as required.

D. Exterior Doors: 1) 2‐1/2” thick stained white oak raised panel wood out‐swinging doors, (as indicated on drawings) with 1”

insulating Low‐E glass vision‐lite, oiled rubbed bronze hardware. E. Terraces: 1) Brick pavers per UF Architectural standard laid in sand/mortar bed on concrete slab on grade at north and south

terraces. Slab and paving sloped to drains. 2) Brick and stone veneer cavity site walls to be laid against a reinforced concrete core wall.

F. Metals: 1) Metal gates: decorative, custom designed, epoxy painted wrought iron gates at arches below bridge connecting

to Bryan Hall.

G. Exterior Lighting: 1) Custom decorative sconces at each building entry and at courtyards. 2) Bollards or lightposts along paths per University of Florida standards.

2. Interior Building Materials A. Public Spaces: East & West Lobbies (Ground Floor): 1) Walls: Painted gypsum board.

a. Painted10” high quarter‐sawn white oak base with profiled cap and shoe b. Painted 12” high quarter‐sawn white oak crown moulding c. Painted 8” wide profiled door and window casings and painted wood window jambs. .Door frames to be

painted hollow metal frames. d. Painted 8” wide profiled window casing with painted wood jambs, sill and apron. Allow for decorative

painted wood flat paneling to 6’ a.f.f. at ground floor.

2) Ceiling: Skylight at roof level with painted wood framed, frosted glass lay light below. 3) Floors: 3/8” thick epoxy terrazzo in decorative pattern of up to 3 colors. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed

bronze hardware. 5) Metalwork: Allow for oil‐rubbed (Val‐oil) finished semi‐custom ‘Julius Blum’ ornamental steel railings and guards

with stained white oak caps. 6) Lighting: Custom decorative wall sconce and ceiling pendant light fixtures with compact fluorescent lamps, cfl

downlights and wallwashers. Allow for dimming with separate controls for separate zones and the ability to create lighting scenes.

7) Allow for built‐in wood framed directory and bulletin board in each entry vestibule.Allow for LEED‐compliant

walk‐off mats at all entry vestibules.

Atrium & Corridors (Ground Floor): 1) Walls: Painted gypsum board.

a. Painted10” high quarter‐sawn white oak base with profiled cap and shoe b. Painted 12” high quarter‐sawn white oak crown moulding c. Painted 8” wide profiled door and window casings and painted wood window jambs. Door frames to be

painted hollow metal frames. d. Painted 8” wide profiled window casing with painted wood jambs, sill and apron. e. Allow for decorative painted wood flat paneling to 6’ a.f.f. at ground floor.

2) Ceiling: Integral color acoustic plaster (Decoustics Co., claro” finish) in coffers with painted gypsum board beams and soffits.

3) Floors: 3/8” thick epoxy terrazzo in decorative pattern of up to 3 colors.



4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze hardware.

5) Lighting: Custom decorative wall sconce and ceiling pendant light fixtures with compact fluorescent lamps, cfl

downlights and wallwashers. Allow for dimming with separate controls for separate zones and the ability to create lighting scenes.

6) Allow for built‐in wood –framed directory and bulletin board in Atrium and both north lobbies. 7) Allow for LEED‐compliant walk‐off mats at all entry vestibules. 8) Allow for 3 built‐in painted millwork trash / recycling stations with quartz solid surface (Zodiaq or equivalent)

per floor.

Multipurpose Room (Ground Floor):

1) Walls: Painted gypsum board. a. Painted10” high quarter‐sawn white oak base with profiled cap and shoe b. Painted 12” high quarter‐sawn white oak crown moulding c. Painted 8” wide profiled door and window casings and painted wood window jambs. Door frames to be painted hollow metal frames. d. Painted 8” wide profiled window casing with painted wood jambs, sill and apron.

2) Ceiling: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits 3) Floors: Carpet to meet LEED VOC criteria for low‐emitting materials. Allow $37/sq yd (material only). 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Allow for solar and black‐out shades (“Mecho” shades or similar) 5) Allow for large electronically controlled concealed projection screen within the ceiling. 6) Allow for video projector lift that can retract into the ceiling.

Multipurpose Room Storage (First Floor):

1) Walls: Painted gypsum board (Level 4 finish). 6” high rubber base.

2) Ceilings: 2’ X 2’ tegular acoustic vinyl‐faced tile, fine line grid with hold‐down clips. 3) Floors: Sheet Linoleum heat‐welded at joints. 4) Doors: Stained quarter‐sawn white oak raised‐paneled doors with bronze hardware. 5) Lighting: 2x2 direct/indirect fixtures with compact fluorescent lamps.

Food Service Areas (First Floor)

A. The Café 1) Walls: Painted gypsum wallboard (Level 5 finish) above 7’‐0” high ceramic subway tile wainscoting with ceramic

tile base. Painted wood, crown mouldings, 8” wide painted wood door and window casings. Painted wood window jambs. Door frames to be painted hollow metal.

2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits. 3) Floors: 3/8” thick epoxy terrazzo in decorative pattern of up to 3 colors or 18”x18” ceramic tile laid in decorative

pattern with border and firld, allow for twp colors. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. . 5) Lighting: Allow for stock decorative pendant lighting fixtures with compact fluorescent lamps and cfl downlights

and wallwashers. 6) Allow for painted wood flat paneled serving, display, and cashier furniture with stainless steel and quartz solid

surface (Zodiaq or equivalent) countertops. Ceramic tile back splash. 7) Infrastructure and necessary appliances TBD.

B. Kitchen Service (for Cafe):

1) Walls: Painted green board above 7’‐0” tall ceramic tile wainscoting. Ceramic tile base. Allow for acoustical batt insulation between wall studs.

2) Ceilings: 2’ X 2’ tegular acoustic vinyl‐faced tile, fine line grid with hold‐down clips. 3) Floors: 18” x 18” x 3/8” porcelain tile thin‐set on concrete base. 4) Doors: Painted hollow metal doors and frames with brushed stainless steel hardware in back‐of‐house service

areas only, not at public entries or along public corridors. 5) Lighting: 2’‐0” x 2’‐0” sealed direct recessed fluorescent fixtures in back‐of‐ house areas. 6) Allow for stainless steel food preparation counters and storage. Ceramic tile backsplash. 7) Infrastructure and necessary appliances TBD.

C. Catering Kitchen:

1) Walls: Painted green board with ceramic tile backsplash. Ceramic tile base. 2) Ceilings: 2’ X 2’ tegular acoustic vinyl‐faced tile, fine line grid with hold‐down clips. 3) Floors: 18” x 18” x 3/8” porcelain tile thin‐set on concrete base.



4) Doors: Stained quarter‐sawn white oak paneled doors with oiled rubbed bronze hardware. Door frames to be

painted hollow metal frames with 8” painted wood profiled casings. . 5) Lighting: 2’‐0” x 2’‐0” sealed direct recessed fluorescent fixtures. 6) Allow for continuous plastic laminate base and wall cabinets and countertops with double sink. .. 7) Infrastructure and necessary appliances TBD.

Academic Success Center ‐ Student Lounge & T.A. Workroom (Ground & Second Floor)

1) Walls: Painted gypsum board. a. Painted10” high quarter‐sawn white oak base with profiled cap and shoe b. Painted 12” high quarter‐sawn white oak crown moulding c. Painted 8” wide profiled door casings, door frames to be painted hollow metal frames. d. Painted 8” wide profiled window casing with painted wood jambs, sill and apron.

2) Ceiling: Integral color acoustic plaster (Decoustics Co., claro” finish) in coffers with painted gypsum board beams

and soffits.. 3) Floors: 3/8” thick epoxy terrazzo in decorative pattern of up to 3 colors at Academic Success Center, carpet to

meet LEED VOC criteria for low‐emitting materials at TA Workroom. Allow $37/sq yd (material only). . 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. . At Team Rooms allow for glass sidelights as well as glass vision panel at doors. 5) Allow for 3 built‐in painted millwork trash / recycling stations with quartz solid surface (Zodiaq or equivalent) per

floor. 6) Allow for 60 half‐height built‐in plastic laminate lockers in alcoves adjacent to T.A. workroom.

Open Lounges and Circulation Areas (Second Floor):

1) Walls: Painted gypsum board (Level 5 finish). a. Painted 8” high painted wood base with profiled cap and shoe b. Painted8” high painted wood crown mouldingPainted 8” wide profiled door casings, door frames to be painted

hollow metal frames. c. Painted 8” wide profiled window casing with painted wood jambs, sill and apron.

2) Ceiling: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits 3) Floors: 3/8” thick epoxy terrazzo in decorative pattern of up to 3 colors. 4) Lighting: Custom decorative wall sconce and ceiling pendant light fixtures with compact fluorescent lamps, cfl

downlights and wallwashers.

Study Rooms (Ground & Second Floor) 1) Walls: Painted gypsum board (Level 5 finish). a. 6” high rubber base b. 6” wide painted wood profiled door casings. Door frames to be painted hollow metal. c. 6” wide painted wood window casings with painted wood jabm, sill and apron.6” high rubber base. d. Allow for 1 fixed marker board and infrastructure for 1 wall‐mounted LCD screen monitor.

2) Ceiling: 2’ X 2’ premium acoustic tile, fine line grid.. 3) Floors: 28 oz. nylon, loop pile, direct glue down carpet over concrete structure. Allow $32/sq yd (carpet material

only). All Carpet to be low‐VOC in accordance with CRI Green Label Guidelines. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Door frames to be painted hollow metal frames with 6” painted wood profiled casings. . At Team Rooms allow for glass sidelights as well as glass vision panel at doors.

5) Lighting: 2x2 direct/indirect fixtures with compact fluorescent lamps. Public Stairs (Ground – Third Floor off east and west lobby) 1) Walls: Painted gypsum board. a. Painted wood crown mouldings b. Painted wood window 8” wide window casings with painted wood jambs, sill and apron. c. Painted wood 8” door casings. Door framed to be painted hollow metal.

2) Ceilings: Painted gypsum board. 3) Stair landings, treads and risers: Precast terrazzo, 1 1/2” thick for treads, 3/4” thick for risers. Landings: 3/8” thick

epoxy terrazzoDoors: Stained quarter‐sawn white oak paneled doors with oiled rubbed bronze hardware. Doors into stairs to be on magnetic hold‐open at every floor.

4) Allow for oil‐rubbed (Val‐oil) finished semi‐custom ‘Julius Blum’ ornamental steel railings and guards with stained

white oak caps throughout stair. Fire Stairs (Ground – Third Floor off south atrium) 1) Walls: Painted gypsum board (Level 5 finish). a. 8” high precast terrazo base b. Painted wood window 8” wide window casings with painted wood jambs, sill and apron. c. Painted wood 8” door casings. Door framed to be painted hollow metal.

2) Ceilings: Painted gypsum board ceiling of stair as well as at underside of stair runs between epoxy painted steel

channel stringers.



3) Stair treads and risers: Precast terrazzo, 1 1/2” thick for treads, 3/4” thick for risers. 4) Landings: 3/8” thick epoxy terrazzo. 5) Doors: Stained quarter‐sawn white oak paneled doors with oiled rubbed bronze hardware. Doors into stairs to be

on magnetic hold‐open. 6) Allow for epoxy painted finish on stock component (Julius Blum or equal) steel railings and guards with stained

white oak caps throughout stair.

B. Academic Spaces:

Large Tiered ‘Case Style’ Classrooms (75 students) Medium Tiered ‘Case Style’ Classrooms (55 students, and 80 students) Cluster Classroom (45 students) 1) Walls: Painted gypsum board. Painted wood, base, chair rail & chalkboard framing, 8” profiled painted wood

window casings, flat painted wood window jambs, sill and apron. 8” profiled painted wood door casings, door frames to be painted hollow metal. Provide 2” fabric covered acoustic panels at walls with painted wood trim at top of panels – 50% active acoustic panels and 50% hard surface wrapped in fabric to match acoustic panels (TBC in later phases by Acoustical Engineer).

2) Allow for fixed chalkboards/ marker boards with fixed projection surfaces mounted above in 55 seat and 80 seat

classrooms. Allow for fixed chalkboards / marker boards and electrically operable recessed, ceiling mounted project screen in Cluster Classrooms (45 seats). (Also see Audio Visual Narrative).

3) Ceiling: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits and larger GWB areas as

required for acoustical and lighting needs in the room. 4) Floors: 40 oz.nylon, loop pile, direct glue down carpet on pedestal mounted raised access floor. All Carpet to be

low‐VOC in accordance with CRI Green Label Guidelines. Allow $37/sq yd (carpet material only). Access floor to serve as sealed air plenum for underfloor distribution system. Supply air diffusers to be integrated into vertical step risers. Provide one (1) floor mounted diffuser per two students per seat on the rear platform only. Allow for floor‐accessed cellular cabling raceway adjacent to chalkboard.

5) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. . 6) Built‐in furniture for Large and Small Tiered Classrooms: Custom stained white oak built‐in strip tables with

marmoleum inset writing surface; provide 30”stained wood modesty panel. Provide grommets at each seat with wire mold 3000 under table raceway system with two outlets per student.

7) Built‐in furniture for Cluster Classroom: Custom stained white oak built‐in round meeting tables with inset

Marmoleum writing surface and task tables as shown in drawings. Provide grommets at each seat with wire mold 3000 under table raceway system with two outlets per student.

8) Allow for carpeted ramp with high abuse gypsum board walls and painted steel pipe railings.

‘Flat and Flexible’ Classroom (35 people) 1) Walls: Painted wood, base, 8” profiled painted wood window casings, flat painted wood window jambs, sill and

apron. 8” profiled painted wood door casings, door frames to be painted hollow metal. 2) Ceiling: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits and larger GWB areas as

required for acoustical and lighting needs in the room. 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. All Carpet to be low‐VOC in

accordance with CRI Green Label Guidelines. Allow $37/sq yd (carpet material only). Allow for floor‐accessed cellular cabling raceway adjacent to chalkboard.

4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. 5) Allow for 3 fixed chalkboards and 1 electrically operable recessed, ceiling‐mounted projection screens. (See Audio

Visual Narrative) IT Control Room (Ground Floor) 1) Walls: Painted gypsum board with 6” rubber base. 6”painted wood window casings, flat painted wood window

jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal. 2) Ceilings: 2’ X 2’ acoustic tile, fine line grid. 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. Allow $37/sq yd (carpet material

only). All Carpet to be low‐VOC in accordance with CRI Green Label Guidelines. 4) Doors: Stained quarter‐sawn white oak paneled doors with oiled rubbed bronze hardware. . C. Student Services: Reception/Waiting Area / Student Workstation / Walk‐in stations 1) Walls: Painted gypsum board (Level 5 finish) with8” painted wood base with [profiled cap and shoe, 6”painted

wood window casings, flat painted wood window jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid with 2’ painted gypsum board border. 3) Floors: 28 oz. solution dyed nylon loop pile direct glue‐down carpet. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. At all office and reception areas allow for full height side lights adjacent to door.. 5) Lighting: Suspended direct/indirect linear fluorescent pendants. Allow for stock decorative light fixtures in

reception areas.



6) Note that workstations and walk‐in stations are open offices adjacent to reception areas and will be furnished as part of the FF&E package

Directors’ and Advisors’ Offices 1) Walls: Painted gypsum board (Level 5 finish) with8” painted wood base with profiled cap and shoe, 6”painted


2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: 28 oz. solution dyed nylon loop pile direct glue‐down carpet. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. At all offices allow for full height side lights adjacent to doors.. 5) Lighting: Suspended direct/indirect linear fluorescent pendants. 6) Each office should be provided with a 3’‐0” x 5’‐0” white board and tackable wall surface on one wall. Conference Room 1) Walls: Painted gypsum board (Level 5 finish) with8” painted wood base with profiled cap and shoe, 3’‐0” high flat

paneled painted wood wainscot, 6”painted wood window casings, flat painted wood window jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid with painted gypsum board soffits. 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. All Carpet to be low‐VOC in

accordance with CRI Green Label Guidelines. Allow $45/sq yd (carpet material only). 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Allow for full height sidelights adjacent to door. . 5) Allow for solar and black‐out shades (Mecho shades or similar). 6) Allow for 1 electronically controlled concealed projection screen within the ceiling. 7) Allow for custom stained wood casework/ credenza. Storage 1) Walls: Painted gypsum board (Level 4 finish) with 6” rubber base. 2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: 28 oz. solution dyed nylon cut pile direct glue‐down carpet.

4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze hardware. Door frames to be painted hollow metal .

5) Lighting: Suspended direct/indirect linear fluorescent pendants.

Kitchenettes & Staff Breakroom (Second Floor Dean’s office suite & Third Floor)

1) Walls: Painted gypsum board (Level 5 finish) with 8” painted wood base with profiled cap and shoe, 6”painted wood window casings, flat painted wood window jambs, sill and apron, 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: Sheet linoleum with heat‐welded seams 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Door frames to be painted hollow metal frames with 6” painted wood profiled casings. 5) Allow for plastic laminate kitchen base and wall cabinets with quartz solid surface countertop. Allow for small sink,

dishwasher, side by side refrigerator, and microwave in the staff break room, and dishwasher, undercounter refrigerator, sink and microwave at kitchenette.

D. Dean’s Suite (Second Floor):

Reception/Waiting Area

1) Walls: Painted gypsum board (Level 5 finish) with 8” painted wood base with profiled cap and shoe, 6”painted wood window casings, flat painted wood window jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceiling: Painted gypsum board 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. All Carpet to be low‐VOC in

accordance with CRI Green Label Guidelines. Allow $45/sq yd (carpet material only). 4) Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Allow for full height sidelights on either side of door. 5) Allow for solar shades (Mecho shades or similar). 6) Lighting: Custom decorative wall sconce and ceiling surface mount light fixtures with compact fluorescent lamps,

cfl downlights and wallwashers. 7) Allow for custom stained wood casework/reception desk.



Dean’s Conference Room

1) Walls: Painted gypsum board (Level 5 finish) with 8” painted wood base with profiled cap and shoe, 3’‐0” high flat

paneled painted wood wainscot, 6”painted wood window casings, flat painted wood window jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceilings: Painted gypsum board. 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. All Carpet to be low‐VOC in


hardware. Allow for full height sidelights at either side of door. 5) Allow for solar and black‐out shades (Mecho shades or similar). 6) Allow for 1 electronically controlled concealed projection screen within the ceiling. 7) Allow for 1 video projector lift that can retract into the ceiling. 8) Lighting: Custom decorative wall sconce and ceiling surface mount light fixtures with compact fluorescent lamps,

cfl downlights and wallwashers. Allow for dimming with separate controls for separate zones and the ability to create lighting scenes. Dimming system should be integrated with AV system.

9) Allow for custom stained wood casework/ credenza.

Associate Dean’s Office

1) Walls: Painted gypsum board (Level 5 finish) with8” painted wood base with profiled cap and shoe, 6”painted


2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: 40 oz. nylon, loop pile, direct glue down carpet over concrete structure. All Carpet to be low‐VOC in


hardware. Allow for full height sidelights adjacent to door. 5) Lighting: Suspended direct/indirect linear fluorescent pendants.

Staff Office

1) Walls: Painted gypsum board (Level 5 finish) with8” painted wood base with profiled cap and shoe, 6”painted wood window casings, flat painted wood window jambs, sill and apron. 6” painted wood door casings, door frames to be painted hollow metal.

2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: 28 oz. solution dyed nylon loop pile direct glue‐down carpet. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Alow for full height sidelights at all office doors. 5) Lighting: Suspended direct/indirect linear fluorescent pendants.

Storage

1) Walls: Painted gypsum board (Level 4 finish) with 6” rubber base. 2) Ceilings: 2’ X 2’ premium acoustic tile, fine line grid. 3) Floors: 28 oz. solution dyed nylon cut pile direct glue‐down carpet. 4) Doors: Stained quarter‐sawn white oak paneled doors with half‐height glass vision panel and oiled rubbed bronze

hardware. Door frames to be painted hollow metal frames with 6” painted wood profiled casings on public corridor side of door only. Painted hollow metal doors in back‐of‐house areas off of public corridors or within mechanical/storage areas only.

5) Lighting: Suspended direct/indirect linear fluorescent pendants.

E. Typical Spaces on Multiple Levels:

Toilets

1) Walls: Full‐height 18”x24” porcelain tile walls laid in running bond pattern. 2) Ceilings: Painted green board. 3) Floors: Thin set 18”x24” porcelain tile floor (standard size tiles) in running bond pattern. 4) Provide ¾”Granite or synthetic stone countertops with backsplash and side splashes with recessed, under‐mount

porcelain sinks with white oak framed mirror above.



5) Doors: Stained quarter‐sawn white oak paneled doors. Door frames to be painted hollow metal frames with 6” painted wood profiled casings.

6) Toilets: low‐flow flushometer type. 7) Toilet partitions shall be and urinal screens shall be 1" thick constructed from High Density Polyethylene (HDPE)

resins. Painted metal, plastic laminate, or wood is not acceptable. Hinges shall be integral, fabricated from the door and pilaster with no exposed metal parts. Partitions shall be wall and floor mVendor provided soap, paper towel & toilet paper dispensers.

8) Allow for floor drains.

Janitor’s Closets

1) Walls: Painted gypsum board with 4” ceramic tile base. 2) Ceilings: Gypsum board or UF standard acoustical tile. 3) Floors: Ceramic tile. 4) Doors: Stained quarter‐sawn white oak paneled doors with oiled rubbed bronze hardware. Door frames to be

painted hollow metal frames with 6” painted wood profiled casings at public‐corridor facing side of door. Painted hollow metal doors in back‐of‐house areas off of public corridors or within mechanical/storage areas only.

5) Provide 1 Floor Drain and 1 Mop Sink

Storage Areas (Bulk Storage, Short Term Storage, IT Storage, Storage closets, Tel/Data Closets, Electrical Closets) ‐ Ground, Second, Third Floors

1) Walls: Painted gypsum board with 4” vinyl base. 2) Ceilings: 2x2 acoustical tile on narrow grid 3) Floors: Linoleum or Carpet. 4) Doors: Stained quarter‐sawn white oak paneled doors with rubbed bronze hardware. Door frames to be painted

hollow metal frames with 6” painted wood profiled casings at public‐corridor facing side of door only. Painted hollow metal doors in back‐of‐house areas off of public corridors or within mechanical/storage areas only.

Elevator

1) Elevators to follow University of Florida standards. 2) Allow for one conventional hydraulic elevator,

3) Per Florida ‘Design & Construction Standards’, all exterior elevator entrances and doors to be stainless steel in a directional brushed finish.

4) Cab Interior Finish: Stainless steel interior wall, doors & frames; precast terrazzo flooring; stainless steel handrail

on three walls. Stainless steel finish ceiling with fluorescent downlights and access panel. Stainless steel interior cab doors and thresholds.

Trash and Recycling Stations

1) Provide two trash and recycling stations per floor. Stations to include 3’‐0” high, painted wood built‐in bin enclosures for three bins minimum with quartz solid surface (Zodiaq or equivalent) countertops.

Ground Floor Back‐of‐House Areas

1) Walls: Painted gypsum board with 6” rubber base. 2) Ceilings: 2x2 acoustical tile on narrow grid or exposed. 3) Floors: Linoleum (storage) or sealed concrete (mechanical rooms). 4) Doors: painted hollow metal doors and frames.

F. Mechanical Rooms (AHU Room, Generator Room, Electric Room, , Fire Pump and Plumbing Room):

1) Walls: Gypsum board, concrete, or cmu up to deck as required to achieve fire rating. 2) Ceiling: Unfinished. 3) Floor: Sealed concrete. 4) Doors: Painted hollow metal doors and frames. 5) Lighting: Suspended industrial fluorescent light fixtures.

STRUCTURE IV


1. GENERAL ASSUMPTIONS AND SPECIAL CONDITIONS OR REQUIREMENTS:

A. Project Description

The University of Florida Heavener Hall project will consist of a new 3‐story student classroom and advisory building on the northeast corner of campus at the intersection of University Avenue and SW 13th Street. The new 52,000 square‐foot building will service the Warrington College of Business Administration’s undergraduate programs and is scheduled for completion by June 2014.

B. Applicable Codes and Documents

Listings of codes with which the project design will comply are as follows:

a. 2010 Florida Building Code

b. ACI 318‐08

c. AISC: Manual of Steel Construction ‐ Load and Resistance Factor Design, Third Edition

d. ASCE 7‐10

C. Floor Loads

1. Live Loads PSF

Classroom ............................................................................................................................................................ 40

Offices .................................................................................................................................................................. 50

Library (Reading Rooms) ...................................................................................................................................... 60

Corridors above First Floor .................................................................................................................................. 80

Public Areas & Lobbies ...................................................................................................................................... 100

Stairs and Exit Ways ........................................................................................................................................... 100

Storage ............................................................................................................................................................... 125

Library (Stack Rooms) ........................................................................................................................................ 150

Roofs .................................................................................................................................................................... 20

Live loads will be reduced in accordance with the 2010 Florida Building Code

2. Superimposed Dead Loads PSF

Raised Seating Areas ............................................................................................................................................ 25

Allowance for Ceiling/Mechanical ....................................................................................................................... 10

Roof Tile ............................................................................................................................................................... 20

3. Superimposed Live Loads PSF

Allowance for Partitions ...................................................................................................................................... 20

4. Wind Loads

ASCE 7‐10

a. Basic Wind Speed = 134 mph

b. Exposure Category = B

c. Building Risk Category = III

d. Wind Drift Limit = h/400

STRUCTURE IV


2. STRUCTURAL SYSTEMS NARRATIVE:

A. Design Parameters

A variety of structural systems is being considered and could conceivably be used for the Heavener Hall project including structural steel, mild‐reinforced cast‐in‐place concrete, and PSI precast concrete. Two major parameters that will be used to select the structural system will be material cost and constructability within the very constrained construction site. Information is provided herein for each of the proposed structural systems for the Construction Manager’s review, use, and input.

B. Slab‐On‐Grade

The slab‐on‐grade will be 4" thick cast‐in‐place reinforced with 6x6‐W2.9xW2.9 welded wire reinforcement.

C. Structural Framing System Options

1. Structural Steel System:

Structural framing floor system will consist of concrete on composite steel deck that will be supported by steel beams and girders, and steel columns as follows:

� 5” floor (1 ½” composite steel deck (18 GA) + 3½” lightweight concrete slab).

� Between 16” and 24” deep WF steel beams at 8’‐0” o.c.

� Between 18”and 30” deep WF steel girders at columns.

� W14 columns spaced between 20’ and 30’ parallel to corridors and between 30’ and 50’ perpendicular to corridors.

Structural framing roof system will consist of steel roof deck that will be supported by both flat and sloping steel bar joists, steel girders, and steel columns as follows:

� 3” (18 GA) steel roof deck.

� Between 12” and 20” deep K‐series bar joists at 8’‐0” o.c.

� 14” and 21” WF steel girders at columns.

The structural steel frame is anticipated to be approximately 13 PSF to 15 PSF of elevated floor area and 10 PSF to 12 PSF of roof area.

2. Cast‐In‐Place Concrete System:

Structural framing system will consist of a cast‐in‐place concrete slab that will be supported by cast‐in‐place concrete beams perpendicular to corridors, and cast‐in‐place concrete columns as follows:

� 10” thick cast‐in‐place concrete slab.

� Between 24”Wx24”D and 24”Wx36”D cast‐in‐place concrete beams spaced between 16’ and 24’.

� The floor system is anticipated to have approximately 9 PSF of reinforcing steel.

� 16”x16” cast‐in‐place concrete columns with approximately 20 PLF of reinforcing steel and spaced between 16’ and 24’ parallel to corridors and between 30’ and 50’ perpendicular to corridors.

3. PSI Precast Concrete System:

Structural framing system will consist of a cast‐in‐place concrete slab that will be supported by precast concrete joists, precast concrete soffit beams, and cast‐in‐place concrete columns as follows:

� 4 ¾” thick cast‐in‐place concrete slab.

� Between 16” and 24” deep precast concrete joists spaced between 4’‐6” and 6’‐8”.

� Between 24”Wx24”D and 24”Wx36”D precast concrete soffit beams at columns.

� The floor system is anticipated to have approximately 3 PSF of reinforcing steel.

� 16”x16” cast‐in‐place concrete columns with approximately 20 PLF of reinforcing steel and spaced between 16’ and 24’ parallel to corridors and between 30’ and 50’ perpendicular to corridors.

D. Lateral Load Resisting System

The lateral load resisting system for the steel structure will be a series of steel X‐bracing, cast‐in‐place concrete shearwalls, or a combination of both. The lateral load resisting system for either concrete structure option will be a series of cast‐in‐place concrete moment frames and/or cast‐in‐place concrete shearwalls.

E. Fireproofing of the Structure

a. The primary steel beams, girders, and columns will require a 2‐hour or 3‐hour rating, to be determined.

b. The floor system will require a 0‐hour or 1‐hour rating, to be determined.

c. Sprayed‐on cementitious fireproofing will be required for the primary steel beams, girders, and columns. The underside of composite metal deck will not require fireproofing.

d. No fire proofing will be required for a concrete structure.

F. Foundation

A geotechnical study has not been performed at this time. It is anticipated that the foundation system will be shallow spread footings designed to the following criteria:

a. Maximum allowable soil bearing pressures 3,000 psf.

b. Minimum embedment of footings 24" below grade.

G. Energy Conservation

Sustainable design of the structure focuses on the common goal of designing a high performance building that use our resources more responsibly and is environmentally friendly. High performance requires low energy consumption, long term durability, low maintenance and the use of recycled materials. The selection of the structural system will consider the environmental impact and energy efficiency of selected materials. Initial cost will be important but will be considered with other aspects of materials such as the recycled content, renewable qualities, VOC (volatile organic compounds) content, material sources, and reusability.

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UF‐380

2. ELEC

ThefeedServducon frespNorhighconCSDencHallEmeonlyIntemaiPlanrequLighT5 handSitewalFireLigh

3. PLUThePotametwill SanStorGas

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School of B

CTRICAL: e building is oders is requivice and matbank will bfeeders 3‐3 apecting existrmal Power: her if electricsolidation hD Submittal plose the padl. The 208V ergency Powy), no generaerior Distribun switchboan. Lighting wuirements whting: Fixturhigh efficiend possibly dae Lighting: Hkways and pe Alarm: An htning ProteUMBING: e building wiable Water: ter. Point‐ofbe used, as itary: All fixrm Water: As: None. E PROTECTIOe building wiinklers: Ligh

/E/P, FIRE

Business (Hea

on campus ared due to tnhole 93 to e constructeand 3‐10. Exting trees an The buildinc heat is seleave been prpackage Sectd‐mount 4,16service for B

wer: Due to ator is propoution: Brancard on the firwill be servewill be servedres will be secy fluoresceylight harveistoric “Periplazas. addressablection: Provi

ll be served Provided tof‐use electriwell as wate

xtures will beAll gutters an

ON: ll be fully spht Hazard, UF

E PROTEC

avener Hall)

and adequatthe building 34 (Matherled east arouxact routing nd proposed ng will be serected. This troposed to etion II.2. Th60V transforBryan Hall mthe lack of sosed. Batterch circuit panrst floor. HVd at 277V and by 120/208elected in cont and LED dsting. od” style, LE

e voice EVACded per NFP

by the campo all fixtures c water heaterless urinale connected nd down spo

rinklered byF compliant

CTION, BA

te power is afootprint. Ty Service). End Hough Hand coordinlandscapingrved by a netransformerenhance the e consolidatrmer, switchmakes locatiospace outsidry packs willnel boards aVAC equipmend again seg8V panels onnjunction wdown lights.

ED, full cut‐o

C system willPA 780.

pus potable via dual redters will be us. to the site souts and roo

y a wet pipe systems.

AS

available at 4This includesExisting MV all to manhonation with Pg. w pad‐mounr will also serproposed cotion requireshgear and a 4ons remote fe, and the li be used forand transforment will be sgregated to sn each floor.with the arch Controls w

off, LEED frie

be provided

water, sanitduced pressuused for jani

sanitary systof drains will

system.

4,160V froms manhole 92switching wole 91 southPPD Utilities

nt transformrve Bryan Haourtyards; ths a 23’x12’ s480V/208V from Bryan Hmited need r egress lightmers will beserved at 480support the . itect. These

will include:

endly fixture

d that repor

tary sewer aure backflowitor’s sinks.

tem. l be connect

m Substation 2 to 93, manwill be reusedheast of Gerss must be ca

mer. Expecteall. Several he options focreened yardry type traHall costly afor emergeting. located on 0V and segreM&V Plan.

e are expectemultiple swi

s on poles to

rts to CENTR

nd storm waw preventersLow flow w

ted to the sit

3, feeder 3‐nhole 93 to td. In additioson Hall to brefully work

ed demand ilocations foror this are lord with a sernsformer tond possibly ncy power (e

each floor, segated to suReceptacle a

ed to be UF itching, occu

o light new h

EX.

ater systemss and a remoater closets

te storm wat

‐3. Reroutinthe Bryan on, a new balance the lked out

is 250 kW, r this ocated in thervice gate to o serve Bryannot feasibleegress lighti

served from upport the Mand other us

compliant 2upancy senso

hardscapes,

s. ote reading and lavator

ter system.

g of

oad

e

n . ng

the M&V ser

8W ors,

ies

Fire Pumand Bryapump horemote required

5. BUILDIN The buiMonitorequipmeMeterinimplemeheating by Busin

6. COMMI An indecontrols

7. OPERATThe Cx Asubstantplans. T

mp: Requirean Halls is prouse to be dpump housed. NG AUTOMAlding will ber and Controent, terminag: The BAS ent the M&Venergy use fness ServicesSSIONING: ependent Cx s, domestic hTIONS & MAAgent will detial completThese will be

d. In order troposed to bdemolished. e, and 3) Sm

ATION SYSTe served by aol: The BAS wal units, and will be usedV Plan to subfrom electris.

Agent will bhot water, bAINTENANCEeliver the Sysion. The A/e incorporate

to enhance be served fro Three optioathers pum

EM (BAS): a new BAS (Swill monitorlighting

d to meter pobmeter fan ec heat (if cho

be selected tuilding enveE: stems ManuE will work wed into the s

courtyards aom a commons exist forp house. Op

Siemens, Johr and contro

ower, chilledenergy use, osen). Brea

to commissielope, BAS, m

ual to enablewith the Owspecification

and due to lon fire pumr the fire pumption 3 is the

hnson Contrl AHUs, pum

d water andlighting eneakout meteri

on the followmetering, M

e UF PPD to wner to devens.

ack of spacep. This woump: 1) Heave most cost

rols, and Autmps, heat exc

steam (if chergy use, doming for the C

wing system&V Plan, an

take responlop a closeo

e, the fire seuld allow thevener Hall fieffictive, bu

tomated Logchangers, he

hosen). The mestic hot wCafé will also

ms: HVAC ligd security/a

nsibility for Oout documen

rvice to bothexisting Bryrst floor, 2) nt further dis

ic). eat recovery

BAS will alsowater energybe provided

hting and ligccess contro

O&M efforts nt matrix and

V

h Heavener yan Hall fire new cussion is

o use, and d if required

ghting ol.

at d training

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1. STRUC MSaExFibloViCocoInFibbecaTwmViCoprInVobeViroParu

2. AUDIO Re(suthFuMPrHDHDToAnInDiA

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School of B

CTURED CAB

ain Communatellite Commxterior Backbober Optic Cabose tube anddeo Cable: ½onduit: 4‐4" Ponduits. terior Backbober Optic Cabe terminated abinet. wisted Pair Caounted 100‐pdeo Cable: ½onduit: 3‐4" Erovided in all terior Horizooice/Data Cabe terminated deo Cable: RGoom. athway: Outleunning down c

O/VISUAL NA

equirements uch as Crestrhe following: ull sound reinicrophones rojectors or flD PTZ cameraD VTC systemouchscreen connotation ovetegration witigital signage decision still

LECOMM

Business (Hea

LING (VOICE/

ications Equimunications Rone Cabling Sble: 12/24/36 gel‐filled. Ca" hardline. PVC conduits.

one Cabling Sble: 12 strandusing SC con

able: 25 pair Cpair 110 block" hardline. EMT conduitsconduits. ntal Cabling Sble: Category in a rack mouG‐6 quad‐shie

ets will be 4"xcorridors, etc

ARRATIVE:

have not beeon DM) in all

forcement

at screen moa recording/stms in select coontrol er video in clath lighting conwill be providneeds to be m

MUNICATI

avener Hall)

/DATA/VIDEO

pment Roomooms: New roSystem: 6(TBD) strand ables shall be

Bends less t

ystem: d S/M and 12 nectors. All c

CAT5e UTP cok system.

shall connec

System: 6 4‐pair coppunted high deeld cable. All

x4"x2‐1/8" dec. to get to the

en completelyclassrooms,

onitors depentreaming in conference roo

assrooms ntrol, motorizded in select made as to ho

IONS, AU

O) NARRATIV

: A new roomooms will be

S/M and 12/e terminated u

than 15' radiu

strand OM3 cables shall be

opper cable.

t each telcom

per CMR cablensity patch p cables shall b

eep boxes wite serving telc

y defined but meeting room

ding upon rolassrooms oms

zed blinds andlocations. ow to implem

UDIO/VISU

VE:

m will be provprovided on

/24/36 (TBD) using SC conn

us shall be con

M/M fiber ope OTDR teste

All cables sha

m room to the

e. All cables panel in the tebe tested. Ca

th a 1" EMT ccom room.

will include rms and confe

om size

d screens

ment the desig

UAL, SEC

vided on the feach addition

strand OM1 Mnectors. All c

ncrete encase

ptic cable. Caed. Cables sha

all be tested.

e telcom room

shall be testeelcom room. ables shall be

conduit conne

robust state‐orence rooms

gn:

URITY

first floor meenal floor mee

M/M fiber opcables shall be

ed. 4‐1" inne

ables shall be all be termina

Cables shall

m on the next

ed and warra

e terminated o

ected to a 12"

of‐the‐art hig. Typical syst

eting UF Staneting UF Stand

ptic cable. Cae OTDR tested

erduct shall be

tight‐buffereated in a rack

be terminate

t floor. 4‐1" in

nted for 15 y

on a splitter i

"x4"D basket

h definition dtem compone

ndards. dards

ables shall be d.

e provided in

ed. Cables shk mounted LIU

ed on a wall

nnerduct sha

ears. Cables

n the telcom

style cable tr

digital systements will inclu

all

all U

ll be

shall

ray

s de

TraditioBest VaDesign

3. SECURITY A UF Stother s

onal Designalue Assist

NARRATIVE:

tandard Leveselected inter

l access contrrior doors (TB

rol system wiBD).

ill be provided for all exterrior doors, telecommunicaations room d

VI

doors and

I