tccf_study - 10sep2013 (low res)

COLISEUM FACILITY PROGRAM USE & DESIGN STUDY 1 | P a g e

Coliseum Building Study Contract No. 27144 Tippecanoe County Fairgrounds, Lafayette, Indiana

Program & Design Study

Tippecanoe County Fairgrounds Lafayette, Indiana

September 10, 2013 Contract No. 27144



Qualifications & Competence of the Firm CHA is a highly diversified, full service engineering firm servicing public, private and institutional clients globally. More than 1,400 staff is spread through 51 offices worldwide and our steady growth can be attributed to one simple statement: CHA is committed to Total Quality. CHA Consulting, Inc. has been providing professional planning and design services for over 60 years to both public and private sector clients. The CHA team is comprised of dedicated engineering, architectural and construction services professionals who can fully execute all of your facility and infrastructure requirements. Our staff is experienced in providing innovative, efficient, sustainable and comprehensive design solutions. As our have expanded to meet the needs of our clients (including the recent merger with RW Armstrong), becoming a highly diversified firm in the process, our commitment to quality and constant improvement has remained our unifying focus. Nationally, we rank 69th on Engineering News Record’s 2013 list of largest firms. Our primary objective has been, and always will be, to serve the client. We understand that as your consultant we are an extension of your staff, and as such are there to work with you by providing the requisite expertise, time, and assistance required to ensure that your goals are met. CHA’s ability to meet this objective is the reason why so many of our clients establish long-term relationships with our firm. CHA’s Development Solutions group provides many high level services to our clients. Our group includes land use, economic development, landscape architecture, conceptual architecture and transportation planning professionals that are skilled and experienced in all aspects of the proposed work for Tippecanoe County Fairgrounds. We often work as a comprehensive team on multi-discipline projects, like this one, where we are addressing all planning, engineering and architecture services. Our Development Solutions department staff has worked with over 100 clients, both public and private, and on projects ranging from planning to conceptual design to construction. Every decision we make about how things are planned, how they are built and how they operate has a profound impact on our society. We are also focused on financial feasibility and institutional approvability, helping our clients through the challenges of today’s financial and regulatory environments to achieve implementation, not just paper and plans. This group is well known for their effectiveness in communicating with community stakeholders and residents using state of the art visualization and simulation techniques. CHA planners work closely with the firm’s experts in the fields of architecture, municipal infrastructure, housing, transportation, facilities and the environment to provide realistic strategies, recommendations and definitive conclusions to guide the future of development.



TABLE OF CONTENTS Section 1 – Existing Program Narrative ................................................................................................... 4

Section 2 – Demolition Narrative .............................................................................................................. 6

Section 3– Civil Narrative ....................................................................................................................... 15

Section 4 – Structural Narrative ............................................................................................................. 19

Section 5 – Architectural Narrative ........................................................................................................ 23

Section 6 – Mechanical and Plumbing Narrative ................................................................................... 35

Section 7 – Electrical Narrative ............................................................................................................... 37

Section 8 – Construction Cost Estimate .................................................................................................. 43

Attachments – Renderings



Section 1 - Program

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Section 2 - Demolition



Section 2 – Demolition Narrative

2.1 Civil The site demolition for the project will include the demolition of the existing north and south pavilions of the Coliseum complex, the removal of the utility services serving these buildings, the removal of storm drainage structures near the existing north and south wings of the Coliseum and any other site improvements that impede the construction of the new buildings.

2.2 Structural The wood framed north pavilion, south pavilion, and covered walkways should be demolished and completely removed. Careful demolition will be required where the four pedestrian arcade connector walkways that attach to the Coliseum building. The roof structure of the pedestrian arcade connector along the east side appears to brace the exterior Coliseum walls; consequently, additional bracing of these walls may be required. The new bracing should be installed before demolition of the walkways takes place. The foundations for the north pavilion, south pavilion, and covered walkways are believed to be shallow concrete wall footings and column footings, with concrete and/or masonry stem walls. In order to prevent conflicts with the future structures planned for these areas, we recommend the complete demolition and removal of the foundations. If budgetary constraints prevent complete removal of the foundations, then they may be partially demolished as follows: remove all foundations which conflict with the proposed building foundations, slabs, piping, conduits, and other below grade building elements to a depth of 8-inches below the proposed foundation, slab, or building element. Backfill above the remaining portion of the foundation with compacted aggregate fill or engineered fill. Those portions of the foundations that do not interfere with the new buildings may be abandoned in place. However, all foundations remaining in place shall be a minimum of 12” below finish grade elevation.

2.3 Architectural The existing pavilion buildings (north and south) are wood - heavy timber frame construction with column spacing less than 12’-0” on center. The existing column grid, age of the wood framed buildings, lack of fire protection and the low overhead height limit the flexibility and use of the facility for multiple events through the year. As a result of these conditions we propose to demolish the complete north and south pavilions structure, foundations, electrical and plumbing systems. This will provide for the space and area necessary to insert new pre-engineered pavilions with the necessary support facilities. Along with the main pavilion buildings all pedestrian arcade connector’s structures are to be complete removed, with provisions in palace to save the existing electrical equipment locations for future tie-in. See sketch following page for massing diagrams of proposed structures to be removed.

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2.6.3 Electrical Major Distribution – to be removed: All of existing feeders from MDP1 the (multiple) panels in south pavilion are to be removed. It is anticipated that this will create the following breakers/pole spaces available: 200A/2P, 60A/2P, 60A/2P, 60A/2P, and 60A/2P. All of existing feeders from MDP2 the (multiple) panels in north pavilion are to be removed. It is anticipated that this will create the following breakers/pole spaces available: 100A/2P, 60A/2P, 100A/2P, 100A/2P. Once these feeders have been isolated and removed, MDP1 and MDP2 will only be serving the coliseum and the west pavilion. 2.6.4 Electrical Branch power and minor distribution – to be demolished: Existing electrical is not suitable for salvage within the south pavilion and north pavilion. By eliminating all sources of power into each facility, it will allow the demolition to be performed safely.

2.7 Communications 2.7.1 Communications - to remain: There is a Fire Alarm Control Panel (FACP) that is located in the coliseum. That FACP will remain (for only the coliseum). There is also a FACP that is located in the west-swine pavilion. That FACP will remain (for only the west pavilion). 2.7.2 Communications - to be removed: The existing annunciation circuit and pull station circuit from the FACP to the south pavilion will be disconnected, and the FACP programming altered as required. The existing annunciation circuit and pull station circuit from the FACP to the north pavilion will be disconnected, and the FACP programming altered as required. 2.7.3 Communications – to be demolished: The existing fire alarm circuits and devices in the south pavilion and north pavilion will be demolished. The existing coaxial cables in the south pavilion and north pavilion will be disconnected.

2.8 Fire Protection Systems There is not an existing fire protection sprinkler system present in the Coliseum Facility.



Section 3 – Civil Narrative

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• Once the final footprint is established, the storm drainage will need to be adjusted in the grassed areas

between the north and south pavilions and the main Coliseum building. These improvements will collect the roof drainage discharged by the downspouts of the new north and south pavilions, the Coliseum and the connector corridors between the wings and the Coliseum.

• Once the final footprint is established, the storm drainage surrounding the west pavilion may need to be adjusted in order to capture the flow from the downspouts of the new north and south pavilions. The swales between the existing Coliseum and the north and south pavilions should be eliminated with the new building footprints.

• The existing storm drainage within the road on the south and west side of the Coliseum complex should be adequate to collect the stormwater runoff from the building and the surrounding area.

• Since this project will disturb more than one acre, a water quality best management practice (BMP) per the State general NPDES guidelines will be required to get a construction permit. The design will accomplish this by connecting the new storm drainage to the existing storm drainage system. The existing storm drainage system currently discharges to the detention basin to the northwest of this project. This detention basin will need to be enlarged so that the additional area can be treated for water quality prior to discharge.

• The domestic water services for the new north and south wing of the Coliseum complex will tie into the existing water main (shown in red on previous page). The existing water main is located on the north and west face of the Coliseum complex. The domestic water service will serve the restrooms, facilities within each wing and the animal wash down areas located at the entrances to both wings.

• The domestic sanitary service for the new north and south wing of the Coliseum complex will tie into the existing sanitary collection system. The existing collection system is found on the north, west and south face of the Coliseum complex (shown in purple on following page). The domestic sanitary service will need to collect flow from the restroom facilities and the animal wash down areas located at the entrances to both wings.

• Rows of mature trees are located approximately 10 feet from the south face of the south wing. Once the footprint of the building is established, these trees may need to be relocated or removed.

WET AREAS SANITARY CONCEPT POTABLE WATER CONCEPT



PROPOSED WATER and SEWER ~ CONCEPT DIAGRAMS



Section 4 – Structural Narrative



Section 4 – Structural Narrative

4.1 Design References: 4.1.1 General

1. The following codes, standards, and guidelines will be used for the design as applicable or as directed

by the authorities having jurisdiction:

• 2008 Indiana Building Code (2006 International Building Code with Indiana Amendments) • ASCE 7-05 American Society of Civil Engineers “Minimum Design Loads for Buildings and Other

Structures” • ACI 318-5/318R-05 American Concrete Institute “Building Code Requirements for Reinforced

Concrete and Commentary” • ACI 301-05 American Concrete Institute “Specifications for Structural Concrete” • TMS 402-08/ACI 530-08/ASCE 5-08 “Building Code Requirements and Specifications for Masonry

Structures” • TMS 602-08/ACI 530.1-08/ASCE 6-08 “Specification for Masonry Structures” • AISC American Institute of Steel Construction “Manual of Steel Construction”, 13th Edition • MBMA Metal Building Manufacturers Association “Metal Building Systems Manual”, 2012 Edition • AWS D1.1-06 American Welding Society “Structural Welding Code -Steel”

2. The codes, standards and guidelines listed indicate recommended or minimum requirements. Based on

input from Owner’s representatives, minimum requirements or standards may be exceeded.

4.2 Scope of New Construction – Structural: 4.2.1. Proposed new North and South Pavilions The proposed buildings will consist of pre-engineered metal building systems bearing on traditional cast-in-place concrete foundations. The building columns will be spaced approximately 25 feet apart, and will support roof beams spanning the entire width of the building. No interior columns will be permitted to ensure maximum flexibility of the space. We recommend a minimum clear height (measured from the 1st floor slab-on-grade to the bottom of roof structure) of 25 feet to ensure the facility is suitable for multiple activities, such as volleyball, basketball, etc. Lateral bracing for the buildings will be designed and provided by the metal building manufacturer, but will likely be accomplished with the use of steel rod x-bracing located between columns, adjacent to and parallel with the exterior walls. The foundations will consist of concrete wall footings and column footings, concrete piers, and CMU or concrete stem walls. The footings will extend a minimum of 6” below frost depth to mitigate the potential for frost heave. Due to the intended use of these buildings, durability of the walls is a concern. Therefore, we recommend extending the foundation walls 4 to 8 feet above the finish floor elevation. Concrete walls are less permeable and more durable than CMU walls; however, CMU walls are a less expensive option that can be used successfully if coated with a suitable elastomeric paint or waterproof coating. A sealer or waterproof coating is recommended for concrete walls as well.



The first floor slab on grade will consist of 4 to 6 inches of normal weight concrete reinforced with 6x6 welded wire fabric; over 4 to 6 inches of compacted granular fill. The thickness of the slab will be designed to accommodate loads associated with the intended uses of the facility. The slab will be sealed with a waterproof concrete sealer to prevent staining, discoloration, and premature deterioration of the slab surface, these slabs will need to have specialized finishes to protect the surface and provide aggressive slip protection . Floor drains can be provided to enable easy wash-down and cleaning of the slab after agricultural events. The quantity and location of the floor drains will need to be carefully designed to avoid interference with the activities planned for these buildings. Slab contraction/control joints will be saw-cut into the slabs at approximately 15 feet on-center spacing to help control cracking of the slabs. The saw-cut joints will be filled with an epoxy joint filler to prevent the cracks from filling with animal waste, dirt and other debris. PROPOSED ~ NORTH and SOUTH PAVILION STRUCTURAL ~ DIAGRAM

4.2.2. New Pedestrian Arcade Connectors The 2 new pedestrian arcade connectors may be constructed in a number of ways. If it is decided the appearance of the walkway should match the new north and south pavilions, then the walkways will likely be constructed with pre-engineered metal building structures similar to those being provided for the north and south pavilions. However, if a customized, more aesthetically appealing design is selected, then the building structure will likely be stick built using structural steel beams and columns, open-web roof joists, and/or prefabricated cold-formed roof trusses (steel stud roof trusses). This option is likely to be slightly more costly than the use of a pre-



engineered building system; however, it allows for more design flexibility and customization of the walkways. For this option, the roof framing would be sheathed with 1-1/2” x 20 gauge painted metal roof deck. Should the new pedestrian arcade connector design include restrooms (to replace the restrooms being demolished), then the rest rooms will likely be constructed with load bearing CMU walls, which support a steel framed roof structure. The roof structure will likely consist of structural steel beams, open-web roof joists, and/or prefabricated cold-formed roof trusses (steel stud roof trusses). For this option, the roof framing would be sheathed with 1-1/2” x 20 gauge painted metal roof deck.

Regardless of the structural framing option chosen for the walkways, the foundations and floor slab provided would be shallow concrete wall footings and column footings, similar to that described above for the north and south pavilions. Please note, in order to avoid having to reinforce the existing Coliseum structure to meet current building code requirements, the new walkways will be structurally independent of the Coliseum. Consequently, the walkways will no longer be used to brace the exterior walls of Coliseum. These walls will be braced with wood beams/framing to ensure they are structurally sound and code compliant.



Section 5 – Architectural Narrative

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The largest structure recommended be an enlargement of the basic rectangle (shown in green) as noted before. This layout extends west of the new structure into the open lot area. We have determined that the north pavilion can extend an additional 60’ into the service yard (shown in red); adding 3,000 sq ft. and the south pavilion can extend an additional 30’ adding 1,500 sq ft. Each Pavilion also has 2,700 sq ft of covered pedestrian arcades (shown in yellow), 160 sq ft of mechanical space (shown in purple), 1,000 sq ft of toilets and showers (shown in blue) and 1.240 sq ft of open staging areas. PROPOSED ~ NORTH PAVILION AREA ~ DIAGRAM The total proposed built-up space for the north pavilion is 22,600 sq ft.

98’ x 149’ 14,600 sq ft column free - North Pavilion

50’ x 60’ 2,900 sq ft

Staging Area 1,240 sq ft

Toilet and Showers 1,000 sq ft

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PROPOSED ~ SOUTH PAVILION AREA ~ DIAGRAM The total proposed built-up space for the south pavilion is 21,200 sq ft

5.1.2 Total Built-up areas: North service zone mechanical 160 sq ft. North toilet and showers 1,000 sq ft. North staging area and halls 1,240 sq ft. North Pavilion covered pedestrian arcade 2,700 sq ft. North Pavilion Event Great Hall 17,500 sq ft. North Pavilion proposed gross area 22,600 sq ft. South service zone mechanical 160 sq ft. South toilet and showers 1,000 sq ft. South staging area and halls 1,240 sq ft. South Pavilion covered pedestrian arcade 2,700 sq ft. South Pavilion Event Great Hall 16,100 sq ft. South Pavilion proposed gross area 21,200 sq ft. Proposed gross area 43,800 sq ft

98’ x 149’ 14,600 sq ft column free - South Pavilion

50’ x 30’ 1,500 sq ft

Staging Area 1,240 sq ft

Toilet and Showers 1,000 sq ft

Mechanical 160 sq ft

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5.2 Proposed Pavilions Programs 5.2.1 New pavilion program diagrams: The proposed rectangular event space was sized based upon programming area requirements for a variety of functions shown on the following diagrams. These functions vary from farm exhibits, sporting events to large banquet and lecture style layouts PROPOSED ~ BASKETBALL ~ DIAGRAMS The proposed court is regulation size with bleacher seating for approximately 500 fans.



PROPOSED ~ VOLLEYBALL ~ DIAGRAMS The proposed layout will fit three courts regulation size with bleacher seating for approximately 500 fans.



PROPOSED ~ SPORTS ~ DIAGRAMS The proposed layout will fit a regulation roller derby court and indoor soccer size with bleacher seating for approximately 800 fans.



PROPOSED ~ FARM ~ DIAGRAMS The proposed layout will fit 40 - 10’ x10’ livestock pens and open space for pedestrian circulation and operation of the livestock event.



PROPOSED ~ FARM ~ DIAGRAMS The proposed layout will fit multiple large pieces of equipment for display and open space for pedestrian circulation and operation of the event.



PROPOSED ~ BANQUET ~ DIAGRAMS The proposed layout will fit 20 plus large tables for 8-10 people, dance stage, band area and room for additional event programs.



PROPOSED ~ LECTURE ~ DIAGRAMS The proposed layout will fit 40 plus large tables for 4-6 people, 250-350 people in lecture mode and room for additional event programs.



Section 6 – Mechanical & Plumbing Narrative



Section 6 – Mechanical & Plumbing Narrative 6.1 Mechanical 6.1.1 Heating: A new mechanical room (shown in green) will be provided to supply cooling and heating for each service wing. This room will also contain water heating and plumbing service entrance controls. Each of the Event Great Halls will have wall/floor package units (shown in red) to distribute heating and ventilation. 6.1.2 Cooling: Cooling of the Event Great Halls can be added to the proposed heating and ventilation wall/floor package units (shown in red).

6.2 Plumbing 6.2.1 Potable Water: The proposed toilet/shower areas, mechanical room and animal wash bays (shown in blue) will be connected to the existing potable water system. 6.2.2 Sanitary: The proposed toilet/shower areas, mechanical room and animal wash bays (shown in blue) will be connected to the existing underground sanitary system.



Section 7 – Electrical Narrative



Section 7 – Electrical Narrative 7.1 Quality Control The following standards will be followed:

• IESNA Lighting Handbook 2000 • International Building Code • NFPA 70 – National Electrical Code (2011) • NFPA 101 – Life Safety Code 2006 • NFPA 780 - Standard for the Installation of Lightning Protection Systems

7.2 Electrical Preliminary Calculations The new pavilions will each (MAX SIZE) be approximately 211’ x 98’ = 17,500 sq ft. Also there is an additional 2,400 sq ft of support areas i.e. toilets, showers, offices and mechanical rooms for each pavilion. Total gross sq. ft. of new enclosed space = 38,000 sq ft. Total demand for each pavilion Lighting Allowance: 1.0 w/sf 19.00KW Power Allowance: 2.0 w/sf 38.00KW Heat/Vent Allowance: 2.0 w/sf 38.00KW Total Demand 95.00KW 95.00KW at 0.9pf = 105.6KVA 105.6KVA = 293A at 208/120V 3 phase 4 wire or 440A at 240/120V 1 phase 3 wire. The associated service minimum size would be 400A at 208/120V 3 phase 4 wire. Motors operate best with 3 phase power, because the torque created is smooth and uniform. It should be noted that there is a desire to move toward 208/120V 3 phase 4 wire at the fairgrounds. The expense to bring 3 phase medium voltage by the utility has already been paid, and there is a new pad mount transformer (that feeds Home Economics and 4H Exhibition buildings). It is our recommendation to make the service voltage 208/120V 3 phase 4 wire The following are the reasons for the recommendation; it is a better power source for motor loads versus single phase. The single phase source is limited in capacity, and cannot be sized ideally. For maximum flexibility of the space, 208/120V 3 phase is necessary. For traveling “road shows”, the sound racks and lighting racks are set up for 208/120V input power. The new north pavilion calculations are the same as the south pavilion. The associated service minimum size would be 400A at 208/120V 3 phase 4 wire. If air conditioning becomes a program requirement, or it is desired to have the service sized for this as a future possibility, the demand would increase by at least 2w/sf, and increase to at least 600A at 208/120V 3 phase 4 wire.



7.3 Electrical Service Design We believe that the utility will install a new pad mounted 12,470/7200-208/120V transformer to the south of the new south pavilion. An electrical service lateral will be taken to the new service panel for the new south pavilion. Preliminary size will be 400A at 208/120 3 phase 4 wire. The existing pad mounted 12,470/7200-208/120V transformer to the north east of the existing south pavilion will be utilized. An electrical service lateral will be taken to the new service panel for the new north pavilion. Preliminary size will be 400A at 208/120 3 phase 4 wire. 7.3.1 Service Entrance Equipment: Provide a 400A 240/120V SE rated distribution panelboard (with 300A main circuit breaker) (shown in blue) in the new south pavilion. Provide a 400A 240/120V SE rated distribution panelboard (with 300A main circuit breaker) in the new north pavilion. Install new Main Grounding Bars at existing MDP1 and existing MDP2. Install new Main Grounding Bars at the new south pavilion distribution panel, and at the new north pavilion distribution panel. Connect all 4 Main Grounding Bars via underground 3/0 bare copper cable. This will help create an equipotential plane between the (4) main facilities. This will reduce the possibility that communications systems indirectly bleed off potential through communications cables. 7.3.2 Panelboards: Branch circuit panelboards (4) (shown in blue) will be provided at the new south pavilion. Each will be rated 225A (200A main circuit breaker), 42 pole. Panelboards will be served from the new 400A distribution panelboard. Panelboards to be rated NEMA 4X, and be stainless steel construction, and be column mounted.

A2A

A1A

MDP1

MDP2



Branch circuit panelboards (4) will be provided at the new north pavilion. Each will be rated 225A (200A main circuit breaker), 42 pole. Panelboards will be served from the new 400A distribution panelboard. Panelboards to be rated NEMA 4X, and be stainless steel construction, and be column mounted. 7.3.3 Lightning Protection: A lightning risk assessment of the facility based on NFPA 780 (2008) Annex has been performed, that does not require a lightning protection system. Though a lightning protection system is not required, it is recommended that the structural steel columns be grounded, as a lightning protection system is present. Structural steel will be connected to grounding electrodes (3/4” x 10’ copper clad ground rods) at an average of not greater than 60’ average between ground rods. 7.4 Lighting Design The lighting for this project generally includes lighting for the following areas:

• Interior of building • Lighting along outside of building • Emergency/egress lighting along the paths of egress inside the building.

7.4.1 Lighting Levels: Building interior: 20 fc, 3:1 average/min Outside walkway around building: 5 fc, 6:1 average/min Emergency/egress lighting along paths of egress: 2fc, 10:1 average/min 7.4.2 Lighting Controls:

• Local switch on/off controls for building interior. • Local switch on/off overall control, in series with roof mounted photocell for outside walkways around

building. • Photocell control of door threshold egress fixtures.

7.4.3 Lighting Fixtures:

• New interior lighting fixtures will be suitable for the environment. • Linear Fluorescent and CFL fixtures will have a min. CRI of 85 and a CCT of 3500K • Metal halide fixtures will be pulse start type and have a min. efficiency rating of 88%



7.5 Communications Design 7.5.1 Fire Alarm: A new FACP will be provided (shown in blue). It will be addressable, with capacity for multiple buildings. The FACP will be located in the north pavilion. A new “Fiber NAC” panel will be provided in the south pavilion. This is an inexpensive way to add sensing and annunciation circuits to a building that does not have a lot of needs. It follows that other Fiber NAC’s can be added easily in the future as well. 7.5.2 Communications: A main data frame will be provided in the north pavilion (shown in blue). The Main Data Frame will contain equipment associated with telephone, data, CATV. (3) 2”C. (PVC) conduits will be provided from the main data frame to either utility pole or utility manhole, for connection to telephone, data, and CATV. (3) 2”C (PVC) conduits will be extended from the Main Data Frame to Intermediate Data Frame at the south pavilion. (6) 2”C. (PVC) conduits will be extended from the Main Data Frame to an accessible area outside of the building, for future use. It is anticipated the connection between Main Data Frame and Intermediate Data Frame will be 12-stand multimode fiber optic cable, 25 pair phone, and RG-11 coaxial cable. Data Frames are to be cabinets, fully enclosed, Chatsworth Products N-Series cabinets or equal

• A Telecom Main Grounding Bar (TMGB) at the Main Data Frame. • A Telecom Grounding Bar (TGB) will be installed at Intermediate Data Frames. • Provide (2) dedicated 20A 120V outlets at each Frame.

All horizontal cabling to be Cat 6 for voice and data. Horizontal cabling to be either RG-6 or Cat 6 with adapters for CATV. Horizontal cabling to be in conduit. 7.5.3 Paging System: Provide a paging system rack adjacent to the Main Data Frame. Provide a distributed speaker system at ceiling level. Make connections for wired microphones along outside walls.



Section 8 – Cost Estimate Narrative



Section 8 – Construction Cost Estimate Narrative 8.1 Site Construction Costs 8.1.1 Construction Cost - site work: North / South Pavilion’s demo 26,000 sq ft. North / South Pavilion new hard surface 3,000 sq ft. North / South Pavilion new grading 25,000 sq ft. North / South Pavilion new site utilities 500 lf.

Proposed Site Work Total: $95,000.00

8.2 Building Construction Costs 8.2.1 Construction Cost - built-up areas - INCLUDE COOLING - EVENT GREAT HALL: North Service zone mechanical 160 sq ft. @ $200.00 sq ft $32,000.00 North toilet and showers 1,000 sq ft. @ $135.00 sq ft $135,000.00 North staging area and halls 1,240 sq ft. @ $75.00 sq ft $93,000.00 North Pavilion covered pedestrian arcade 2,700 sq ft. @ $75.00 sq ft $203,000.00 North Pavilion Event great hall 14,500 sq ft. @ $95.00 sq ft $1,377,500.00 North Pavilion Event great hall - COOLING 14,500 sq ft. @ $6.00 sq ft $87,000.00 North Pavilion Event hall staging 3,000 sq ft. @ $95.00 sq ft $285,000.00 North Pavilion proposed totals 22,600 sq ft. $2,212,500.00 South Service zone mechanical 160 sq ft. @ $200.00 sq ft $32,000.00 South toilet and showers 1,000 sq ft. @ $135.00 sq ft $135,000.00 South staging area and halls 1,240 sq ft. @ $75.00 sq ft $93,000.00 South Pavilion covered pedestrian arcade 2,700 sq ft. @ $75.00 sq ft $203,000.00 South Pavilion Event great hall 14,500 sq ft. @ $95.00 sq ft $1,377,500.00 South Pavilion Event great hall - COOLING 14,500 sq ft. @ $6.00 sq ft $87,000.00 South Pavilion Event hall staging 1,500 sq ft. @ $95.00 sq ft $142,500.00 South Pavilion proposed totals: 21,100 sq ft. $2,070,000.00

Proposed Buildings Total 43,800 sq ft $4,282,500.00



8.2.2 Construction Cost - built-up areas - WITHOUT COOLING - EVENT GREAT HALL: North Service zone mechanical 160 sq ft. @ $200.00 sq ft $32,000.00 North toilet and showers 1,000 sq ft. @ $135.00 sq ft $135,000.00 North staging area and halls 1,240 sq ft. @ $75.00 sq ft $93,000.00 North Pavilion covered pedestrian arcade 2,700 sq ft. @ $75.00 sq ft $203,000.00 North Pavilion Event great hall 14,500 sq ft. @ $95.00 sq ft $1,377,500.00 North Pavilion Event great hall – NO COOLING 14,500 sq ft. @ $6.00 sq ft North Pavilion Event hall staging 3,000 sq ft. @ $95.00 sq ft $285,000.00 North Pavilion proposed totals 22,600 sq ft. $2,125,500.00 South Service zone mechanical 160 sq ft. @ $200.00 sq ft $32,000.00 South toilet and showers 1,000 sq ft. @ $135.00 sq ft $135,000.00 South staging area and halls 1,240 sq ft. @ $75.00 sq ft $93,000.00 South Pavilion covered pedestrian arcade 2,700 sq ft. @ $75.00 sq ft $203,000.00 South Pavilion Event great hall 14,500 sq ft. @ $95.00 sq ft $1,377,500.00 South Pavilion Event great hall – NO COOLING 14,500 sq ft. @ $6.00 sq ft South Pavilion Event hall staging 1,500 sq ft. @ $95.00 sq ft $142,500.00 South Pavilion proposed totals: 21,100 sq ft. $1,983,000.00

Proposed Buildings Total 43,800 sq ft $4,108,500.00



Appendix – Renderings

300 South Meridian Street, Suite 200Indianapolis, IN Zip 46225

317.786.0461www.chacompaines.com

TIPPECANOE COUNTY FAIRGROUND EVENT SPACE STUDY

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