![]() |
![]() |
Jason M. Sambolt
Mechanical |
![]() |
![]() |
![]() |
![]() |
||||
![]() |
![]() |
![]() |
![]() |
||
Building Statistics |
|||||
User Note:Site best viewed with Internet Explorer.While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the information contained herewith is considered a work-in-progress for this thesis project. Modifications and changes related to the original building designs and construction methodologies for this senior thesis project are solely the interpretation of Jason Sambolt. Changes and discrepancies in no way imply that the original design contained errors or was flawed. Differing assumptions, code references, requirements, and methodologies have been incorporated into this thesis project; therefore, investigation results may vary from the original design. |
Building Name: Location and Site: The project site is located in the existing Meadowlands Sports Complex. Within the sports complex stands the Continental Airlines Arena, the Meadowlands Racetrack, the New York Giants stadium and work has begun directly adjacent to the existing stadium for a new football stadium to be completed for the 2008 football season. Building Occupant Name: Size: Number of Stories Above Grade/ Total Levels:
PRIMARY PROJECT TEAM: Owner / Developer: Design Architect: Executive Architect: Structural Engineer: Mechanical / Plumbing Engineer: Electrical Engineer: Fire Protection Engineer / Code Consultant: Civil Engineer: Geotechnical Engineer: Landscape Architect: Consulting Engineers: Snowdome Architect: General Contractors: Dates of Construction: Cost Information: Project Delivery Method:
ARCHITECTURE: Design and Functional Components / Construction: The retail section of Building A will house a wide variety of sporting goods stores that will appeal to all types of sports enthusiasts. The main attraction of the sports district retail stores will be a 175,000 square foot Cabela’s outdoors sporting goods store. The Cabela’s will include a large mountain replica with waterfalls and streams, a stocked trout pond for catch and release fishing, a 40,000 gallon freshwater aquarium and a shooting gallery. Other anchors will include a 20,500 square foot Golfdom golf store and a 27,000 square foot Chickie & Pete’s a crab house restaurant. The north section of Building A will house The United States first indoor ski resort named the Snowdome. The Snowdome will offer visitors a year round skiing experience and will feature ski slopes of varying difficulty and a separate area for snowboarding. During normal operation the slopes will be comprised of snow laying flat over the distance of the run. However, during special events the slopes can be made into quarter pipes and jumps can be added for competitions. Aside from skiing and snowboarding competitions the Snowdome is planned to be used for concerts, fashion shows and parties with a wintery touch. The Snowdome will house 160,000 square feet of cold side space and will include a novice ski slope at 330 feet long by 120 feet wide and an advanced ski slope at 780 feet long and 150 feet wide. On the novice slope, two carpet lifts will return skiers to the top of the slope while the advanced slop will have one pull lift and a four seat chair lift suspended from the ceiling. The lower levels of Building A will provide 2255 parking spaces contained in four floors of parking garage. Major Building Model Codes / Standards: Zoning: Historical Requirements: Building Envelope: The envelope used for the Snowdome portion of Building A needs to have very high thermal resistance and must be virtually air tight to avoid any infiltration that can cause problems for skiing conditions. To accomplish this, a complex wall assembly is required. The exterior is covered with an orange shade of prefinished insulated metal panel system, next comes two layers of 5/8” fire code DensGlass sheathing, 18 gauge 8” structural metal studs at 16” on center, 10” of insulation and moisture resistant gypsum board. The insulated metal panel system provides complete water penetration protection, a maximum air leakage of 0.06 cfm per square foot of panel area and provides a K-value of 0.127 BTU/hr/square foot/degrees. The Snowdome roof consists of an EPDM roof membrane, tampered or flat 6” polyisocyanurate rigid insulation, overlayment protection board and a vapor barrier. A large percentage of the slopes floor is also exposed to the surroundings. The slope will be covered with 2” of fresh snow, 16” of older compressed snow, 2” metal decking, a glycol piping matrix, 6” of rigid insulation, a moisture membrane barrier, and a cast in place concrete slab.
PRIMARY ENGINEERING SYSTEMS: Snowdome Mechanical: The Snowdome ventilation system is comprised of a single 30,000 cfm air handling unit with 15,000 cfm of the supply air being outside air. The unit uses a main common intake system with one primary and two secondary cooling coils. The air is pre-cooled by means of a thermal wheel and then cooled down to above freezing by the primary cooling coil. The air is then cooled below freezing by the secondary coils which are fed by a cold glycol system. A hot glycol system line is also fed to the secondary coils and will only be used when the coils need to be defrosted. The system is fully variable in volume, achieved by using inverters on the fans, to suit the current occupancy. Two 222 ton electric screw chillers operating at 1.5°F leaving glycol temperature provides the cold glycol to the air handling unit’s coils, under floor piping matrix, recirculation coolers, and snow guns. Both chillers operate in conjunction with an evaporative condenser located on the roof of the Snowdome mechanical mezzanine which houses all the mechanical equipment. Mounted along the ceiling of the Snowdome are recirculation coolers and snow guns. Both devices will be run using the cold glycol system during normal operation. However, when the devices need to be defrosted the cold glycol system will be shut off and the hot glycol system will be turned on for defrosting. The snow guns also require compressed air for the use of snow making, therefore a compressed air line will be provided to each snow gun. Retail Mechanical: Unit A1 serves the first and second floor common areas on the east side of the building and unit A2 serves the first and second floor common areas on the west side of the building. Both units supply 16,100 cfm of air each with 1,496 cfm of that supply air being outside air. Each unit’s cooling coil has a capacity of approximately 38 tons and an electric heating coil capacity of 150 kilowatts. Unit A3 and A4 serve the third floor common areas. Both of these units supply 31,000 cfm of air each with 3,037 cfm of that supply air being outside air. Each unit’s cooling coil has a capacity of approximately 78 tons and an electric heating coil capacity of 190 kilowatts. In addition to the rooftop units, wall mounted electric unit heaters are used in mechanical spaces, entrance vestibules and exit stairways. Small air condition units are used elevator machine rooms and the main ground floor entrance to supply cooling when needed. Electrical: Also located on the west side of the building next to the transformers is a backup generator. This emergency generator is rated at 1000 Kilowatts, three phase, four wire, 277/480 volts and will provide electricity to building A in the event of a power failure. Lighting: The Snowdome indoor ski resort’s lighting is comprised of pendant mounted weatherproof metal halide globe fixtures with a 250 Watt lamp. It is important for the ski resort to be very well lit since skiers need to make split decisions at fast speeds. For this reason, a power outage and consequently lighting failure can result in injuries. To assure the safety of skiers, the ski resort lighting is connected to an uninterrupted power supply. Structural: Construction: Fire Protection: Transportation:
|
||||
Senior Thesis | The Pennsylvania State University | Architectural Engineering | AE Lab |
Contact Jason Sambolt | This Page was last updated on October 14th, 2007 , By Jason Sambolt and is hosted by the AE Department ©2007 |
![]() |