Redesign of <br />Dewitt Field Airport Terminal<br />The Simmons Team: Amber Simmons PM, Sarah Hunnewell, <br />Carmen For...
Acknowledgements<br /><ul><li>Margaret Daigle, City of Old Town Manager
Bill Mayo, Assistant City Manager
David Wight, Public Works Director
John McCormack, PE; CES Inc.
Jennifer Richard, CID, LEED AP; WBRC Architects/Engineers
Dr. Thomas Sandford, Capstone Professor
Shaleen Jain, Capstone Advisor
Judith Hakola, Technical Writing Professor
Phil Dunn, CIE/CMT Professor
Edwin Nagy, CIE Professor</li></li></ul><li>Project Background<br /><ul><li>Located in Old Town off Route 43 on Gilman Fal...
Built in 1970
Attached to J.W. Sewall Company hangar
No renovations since construction</li></li></ul><li>Existing Terminal Conditions<br /><ul><li>Outdated architecture and de...
Thin walls
High energy costs</li></li></ul><li>Project Scope<br /><ul><li>Conceptual airport terminal design
Aesthetically pleasing
Modern architecture
LEED certification</li></ul>http://www.old-town.org/index.asp?Type=B_BASIC&SEC={13010F93-E257-44D2-8E10-3FD834ECE4BA}<br />
Project Scope cont’d<br /><ul><li>Attract companies to proposed business park
Floor plan design
Structural framing
Concrete slab design
Estimated final cost</li></li></ul><li>Constraints<br /><ul><li>LEED Certification
Material selection
Fuel tank regulations
Single story
Surrounding buildings remain untouched</li></li></ul><li>Site Inspection and Evaluation<br /><ul><li>Outer appearance
Siding
No indication this is the Dewitt Field Airport
Low ceilings
8ft high</li></li></ul><li>Site Inspection and Evaluation<br /><ul><li>Poor lighting
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Senior Capstone Presentation

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Presentation from my senior capstone project for the City of Old Town.

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  • Fuel tank location
  • Beam size, column size,
  • Senior Capstone Presentation

    1. 1. Redesign of <br />Dewitt Field Airport Terminal<br />The Simmons Team: Amber Simmons PM, Sarah Hunnewell, <br />Carmen Forzetting, Brendan Amy, Jason Stetson<br />
    2. 2. Acknowledgements<br /><ul><li>Margaret Daigle, City of Old Town Manager
    3. 3. Bill Mayo, Assistant City Manager
    4. 4. David Wight, Public Works Director
    5. 5. John McCormack, PE; CES Inc.
    6. 6. Jennifer Richard, CID, LEED AP; WBRC Architects/Engineers
    7. 7. Dr. Thomas Sandford, Capstone Professor
    8. 8. Shaleen Jain, Capstone Advisor
    9. 9. Judith Hakola, Technical Writing Professor
    10. 10. Phil Dunn, CIE/CMT Professor
    11. 11. Edwin Nagy, CIE Professor</li></li></ul><li>Project Background<br /><ul><li>Located in Old Town off Route 43 on Gilman Falls Avenue
    12. 12. Built in 1970
    13. 13. Attached to J.W. Sewall Company hangar
    14. 14. No renovations since construction</li></li></ul><li>Existing Terminal Conditions<br /><ul><li>Outdated architecture and design
    15. 15. Thin walls
    16. 16. High energy costs</li></li></ul><li>Project Scope<br /><ul><li>Conceptual airport terminal design
    17. 17. Aesthetically pleasing
    18. 18. Modern architecture
    19. 19. LEED certification</li></ul>http://www.old-town.org/index.asp?Type=B_BASIC&SEC={13010F93-E257-44D2-8E10-3FD834ECE4BA}<br />
    20. 20. Project Scope cont’d<br /><ul><li>Attract companies to proposed business park
    21. 21. Floor plan design
    22. 22. Structural framing
    23. 23. Concrete slab design
    24. 24. Estimated final cost</li></li></ul><li>Constraints<br /><ul><li>LEED Certification
    25. 25. Material selection
    26. 26. Fuel tank regulations
    27. 27. Single story
    28. 28. Surrounding buildings remain untouched</li></li></ul><li>Site Inspection and Evaluation<br /><ul><li>Outer appearance
    29. 29. Siding
    30. 30. No indication this is the Dewitt Field Airport
    31. 31. Low ceilings
    32. 32. 8ft high</li></li></ul><li>Site Inspection and Evaluation<br /><ul><li>Poor lighting
    33. 33. Fluorescent
    34. 34. Thin walls
    35. 35. Minimal insulation
    36. 36. Inner appearance
    37. 37. Improvements needed</li></li></ul><li>Site Inspection and Evaluation<br /><ul><li>Inefficient use of space
    38. 38. Half of building not in use
    39. 39. Available rooms are small</li></li></ul><li>Leadership in Energy and Environmental Design (LEED)<br /><ul><li>Green rating system designed by U.S. Green Building Council (USGBC)
    40. 40. Goal to optimize energy use during and post-construction to decrease carbon footprint</li></ul>http://towsonfamiliesunited.com/blog/wpcontent/uploads/2008/11/leed_550x550.jpg<br />
    41. 41. LEED Certification<br />http://www.azcommerce.com/doclib/energy/ppt/Emissions%20Workshop%20Introduction_JWg_files/slide0041_image025.jpg<br />
    42. 42. LEED for New Construction Version 2.2<br /><ul><li>Terminal design based on version 2.2
    43. 43. April 27, 2009: LEED version 3 released
    44. 44. Project design will need to be reviewed to meet version 3 requirements</li></ul>http://www.usgbc.org/Docs/Archive/Embedded_Images/Docs5542.jpg<br />
    45. 45. LEED Certification Categories<br />
    46. 46. LEED Prerequisites<br /><ul><li>Construct Activity Pollution Prevention
    47. 47. Fundamental Commissioning of the Building Energy Systems
    48. 48. Minimum Energy Performance
    49. 49. Fundamental Refrigerant Management
    50. 50. Storage and Collection of Recyclables
    51. 51. Minimum IAQ Performance
    52. 52. Environmental Tobacco Smoke (ETS) Control
    53. 53. Optimize Energy Performance
    54. 54. Two points mandatory</li></li></ul><li>Feasible Points<br /><ul><li>LEED Certification achievable for new terminal design
    55. 55. Additional points can be achieved to client’s discretion and with budget allowance</li></ul>http://j436.files.wordpress.com/2009/02/docs1961.jpg<br />
    56. 56. Inspiration: Foster Innovation Center<br /><ul><li>LEED – Silver
    57. 57. Modern Design
    58. 58. Design by Oak Point Associates </li></ul>http://www.oakpoint.com/portfolio06-A.html<br /> and http://i34.tinypic.com/fyg385.jpg<br />
    59. 59. Floor Plan Design<br /><ul><li>Design Criteria:
    60. 60. Larger building footprint of 50’ x 120’
    61. 61. 8-9 Offices
    62. 62. 20-30 person Conference Room
    63. 63. Pilot’s Area
    64. 64. Pilot’s Lounge
    65. 65. Full Private Bathroom
    66. 66. Overnight Bunking Room
    67. 67. Room for expansion (e.g. Coffee Shop with Kitchen)</li></li></ul><li>Floor Plan Design<br />To Runway<br />To Parking Lot<br />
    68. 68. Design Considerations<br /><ul><li>Usage of Facility
    69. 69. Airport personnel, pilots, business employees, and general public
    70. 70. Separation of Airport and Rented Space
    71. 71. Offices on one side with terminal opposite
    72. 72. Efficient Usage of Space
    73. 73. Create inviting space for business, reduce unused area
    74. 74. Open, Wide Entry Hallway
    75. 75. Easy access to entire terminal with inviting seating for occupants</li></li></ul><li>Site Design: Current Condition<br />
    76. 76. Site Design: Future Condition<br />
    77. 77. 3D Rendering<br />Front of the Building<br />
    78. 78. 3D Rendering<br />Back of the Building<br />
    79. 79. Engineering Design<br /><ul><li>Design based on
    80. 80. Client’s concerns
    81. 81. LEED constraints
    82. 82. Loading factors
    83. 83. ASCE 7 Minimum Design Loads for Building
    84. 84. 2006 Building Code Handbook
    85. 85. AISC Steel Construction Manual 13 Edition
    86. 86. ACI 318 Building Code</li></ul>http://gosteelit.com/_wizardimages/AISC_logo.jpg<br />http://www.aquaterraeng.com/news/wp-content/uploads/2008/10/asce.jpg<br />
    87. 87. Loads<br /><ul><li>Wind Load
    88. 88. ASCE 7 Section 6.0
    89. 89. Class C exposure at 17 ft ave. roof height – 14.7 psf
    90. 90. Dead Loads
    91. 91. Live Loads
    92. 92. ASCE 7 Section 4.0
    93. 93. Office Use – 100 psf
    94. 94. Snow Load
    95. 95. ASCE 7 Section 8.0
    96. 96. Old Town, ME – 60 psf</li></li></ul><li>Steel Frame Design<br /><ul><li>Light gauge steel roof trusses
    97. 97. Large 50 ft span
    98. 98. Recycled steel for LEED point
    99. 99. “Modern” feel
    100. 100. W18x57 beams, 25’ spans
    101. 101. Type 5 Standard Pipe columns spaced at 25’
    102. 102. Flexible floor layout
    103. 103. Again keeping in mind the</li></ul> “modern” feel<br />
    104. 104. Concrete Slab Design<br /><ul><li>Reinforced Concrete Slab
    105. 105. F’c = 3000 psi
    106. 106. 6” slab, #4 bars at 10”, temperature and shrinkage reinforcement #3 bars at 12”
    107. 107. Reinforced Concrete Footings
    108. 108. F’c = 3000 psi
    109. 109. Loads from column
    110. 110. Loads from concrete slab
    111. 111. 4’-4” square footing, 13” high, 8 - #4 bars evenly spaced </li></li></ul><li>Material Considerations<br /><ul><li>Material selection based on LEED guidelines
    112. 112. Rapidly renewable
    113. 113. Low VOC substitutes for conventional products
    114. 114. Paints, adhesives
    115. 115. Recycled materials
    116. 116. Aluminum roofing
    117. 117. Carpet tiles
    118. 118. Sustainable materials</li></li></ul><li>Cost<br /><ul><li>Exterior cost
    119. 119. Approximately $115,000
    120. 120. Interior cost
    121. 121. Approximately $86,000</li></ul>http://www.buildersbooksource.com/booksite/images/items/9780876298268.jpg<br />
    122. 122. Total Terminal Cost<br /><ul><li>Approximately $1.2 Million
    123. 123. Includes the following:
    124. 124. Site work
    125. 125. Masonry
    126. 126. Equipment
    127. 127. Plumbing
    128. 128. HVAC system
    129. 129. Electrical
    130. 130. Engineering/Architectural Fees
    131. 131. RSMeans Building Construction Cost Data - 2008</li></ul>http://i43.tower.com/images/mm109005024/rsmeans-building-construction-cost-data-2008-phillip-r-waier-paperback-cover-art.jpg<br />
    132. 132. Thank you for your time.We will now take any questions you may have.<br />

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