Southern Illinois Airport Terminal
Ryan Northcutt 452 spring 2014
Project Description SI Airport Murphysboro, IL 37.777058,-89.252114
The Southern Illinois Airport is considering the replacement of its current terminal building. The existing facility, which consists of 15,260 sf on two levels, is too large, inflexible and inefficient for current airport needs. It is contemplated that a building in the 6000 sf foot range would be more appropriate for the current and foreseeable future. Uses within the new building would likely be: • The offices of the Airport Authority (approximately 2000 sf consisting of four offices of decreasing size and a generous conference room) • A food service facility. We believe a small full service café, a ‘grab and go’ window for students, a lounge/bar and, perhaps, a sectioned off seating area for special meetings or smaller special events would be a good configuration. • A common area including a lobby space for the greeting of passengers arriving/departing by air and restrooms. • In addition, one intriguing idea that has been proposed is a small number (4-6) of overnight accommodation rooms/suites. Servicing, including food service for guests, would be accomplished by the café. Maximum operating and energy efficiency would be sought in any building design as well as structures that would be representative of an airport but also reflect some local character. An additional feature would be a significant amount of airfield viewing from within the structure. (provided by Gary Schafer)
Program
Southern Illinois Airport Authority 1. Reception Office/Seating 2. Operations Office 3. Administrative Office 4. Manager Office 5. Workspace Room 6. Conference Room
Sq. Ft 294 257 258 407 360 600
Custodial Closet/Laundry Custodial Closet
209 130
Mechanical Space Overnight SIAA FBO Cafe
83 89 83 83
Fixed Base Operator Space 7. Entry/Greeter/Transaction Counter 8. Line Attendant Office 9. Back Office Bookkeeping 10. Flight Plan/Weather Office 11. Pilot Lounge/Bath with Shower 12. Vending/Seating Room
356 325 238 238 403 329
Total Footprint Total
11247sqft 18043sqft
Lobby
3008
CafĂŠ/Bar
1657
Research Center 13. Reception Office/Seating 14. Open Office Space 15. Restrooms 16. Test Track 17. Garage Space 18. Mechanical Space 19. Custodial Space x 2
300 400 600 10000 5000 200 150
Restrooms Mens Womens
297 295
Total
16800sqft
Overnight Space x 5
255
Transportation Research Center
Straddle Bus Height: 14.5’ Width: 25’ (two lanes) Length: 40’ Underpass clearance: 6.5’ 400 person capacity
Passengers enter through a lift through the top of the straddle bus or a side door like a typical train or bus. This allows the stations to be floating above ground level to save space in dense city environments. Two lanes of traffic are aloud to pass under the bus to relieve traffic jams from a parked vehicle as a typical city bus would do. Signals and alarms alert car drivers as the bus travels along the same road. The Straddle bus is to said replace 40 conventional buses and cuts down on 2,640 tons of carbon emissions a year. The bus can be powered by electricity and fueled by systems attached to street lights. Systems such as rails or painted white with a auto piloted gps system allow the bus to travel along the same road as cars.
ROUTE 51
ROUTE 51
CARBONDALE
ROUTE 13
Straddle Bus Route
TRES HOMBRE
STRADDLE BUS STATION CITY HALL
SI AIRPORT
ROUTE 13
AMTRAK
STRADDLE BUS TRANSIT ROUTE
NEW ERA RD RO
The bus route will use route 13 and New Era Road. A straddle bus station will be added in the downtown district of Carbondale on a development site. The station will be centrally located within the city to ensure efficient travel for the passengers to connect to the straddle bus. UT
E1
3
CARBONDALE
STRADDLE BUS TRANSIT ROUTE
Integration
Concept Many forms are possible for integration of an airport terminal building and use of the straddle bus. Only few are acceptable at this scale of application. Perception of passing by a divide rather than being intercepted. This allows for clear sight of the destination. The design follows a form based on the concept. Each program space is divided into its own module. A center corridor runs perpendicular in order to connect all the spaces internally. The straddle bus is treated as a user of the building as it is allowed to pass through the building, stopping to unload and load airport passangers and users.
Site Plan sawtooth roof design straddle bus lane geothermal reflecting pond pull thru drop off lanes roadway pavers
50 25 13.5 0
Floor Plan *In order Left to Right LINE ATT.
OPERATIONS
Overnight LAUNDRY WORK ROOM
TRANSACTION
FBO
ADMIN
BOOKKEEP
HOTEL
Lobby
FLIGHT PLAN MANAGER
RECEPTION
CAFE
KITCHEN
SIAA LOBBY
Cafe
CONFERENCE CUST.
VENDING
Exits
HOTEL
PILOT LOUNGE
MEC.
MEC.
MEC.
Circulation Straddle Bus Pilot Cars, Bikes, Walking
East West Section
The bus lane is dropped below grade, while floor height is lifted above. This helps account for the hieght of the bus for loading of passangers.
Landside Approach
Lobby Space
Systems
Heating and cooling for the building will come from a geothermal heating and cooling system. The system will use coils that will be placed in the reflecting pond located on the south side of the terminal building. A sawtooth roof system will also account for primary indirect lighting during daylight hours. Additional LED lighting will be used when needed.
Heating Cooling Ventilation Daylighting
Operable windows on the south facade and sawtooth roof structure will allow for ventilation for the building.
above http://www.metalocus.es/content/en/blog/ dao%C3%ADz-y-velarde-cultural-centre below http://www.archdaily.com/286624/terrencedonnelly-health-sciences-complex-kongatsarchitects/
The building will use sawtooth roofing for daylighting effects and an aluminum panel facade with daylight fenistrations. (examples shown above)
Geothermal Interior Coil Mechanical Room Exterior Coil
Structure
T.O. Floor 3' - 0" Ground Level 0' - 0" T.O. Footings -3' - 0"
Consultant Address Address Address Phone
Consultant Address Address Address Phone
0"
Consultant Address Address Address Phone
Consultant Address Address Address Phone
A
B
C
D
E
F
G
H
I
J
M
L
K
N
P
O
Consultant Address Address Address Phone
Q
230' - 0"
Structural Grid
42' - 0"
42' - 0"
22' - 0"
10' - 0"
10' - 0"
62' - 0"
22' - 0"
10' - 0"
10' - 0"
13' - 0"
42' - 0"
10' - 0"
29' - 0"
10' - 0"
42' - 0"
22' - 0"
10' - 0"
10' - 0"
22' - 0"
10' - 0"
10
8' - 2"
10' - 0"
11' - 1 1/8"
9
No.
Description
14' - 1"
8
102' - 2"
12' - 6"
14' - 1"
7 6
8' - 8"
5' - 4 7/8" 7' - 0 5/8"
7' - 0 3/8"
14' - 1"
5
Owner
4 3 2 1
Project Name Unnamed
Projec Is
Project Number Date Drawn By
structural floor plan
Checked By
Scale
A
B
C
D
E
F
G
H
I
J
M
L
K
N
P
O
A104
1
Q
230' - 0" 42' - 0" 10' - 0"
42' - 0"
22' - 0"
10' - 0"
10' - 0"
62' - 0"
22' - 0"
10' - 0"
10' - 0"
13' - 0"
42' - 0"
10' - 0"
29' - 0"
10' - 0"
42' - 0"
22' - 0"
10' - 0"
10' - 0"
22' - 0"
10' - 0"
T.O. Structural Wall 26' - 0" T.O. Roof 22' - 0" T.O. Beams 18' - 0" T.O. Frame Wall 16' - 0"
T.O. Floor 3' - 0" Ground Level 0' - 0" T.O. Footings -3' - 0"
structural south elevation
0"
www.autodesk.com/rev
Consultant Address Address Address Phone
Consultant Address Address Address Phone
Consultant Address Address Address Phone
Consultant Address Address Address Phone
Consultant Address Address Address Phone
230' - 0" 42' - 0"
42' - 0"
62' - 0"
42' - 0"
42' - 0"
components
psf 1 1.5 8
roof aluminum insulation: rigid foam plastic skylight: glass with steel frame
Structural Analysis
10.5plf
total
3 3
ceiling suspended lighting and air sprinkler system
6plf
total walls steel studs @ 16 in o.c. aluminum sheathing curtain walls poured concrete 24 in
4 1 12 170 178pfl
total
48
floor steel deck, concrete fill
48plf
total
line attendant custodial/ laundry
325 SF
operations office
255 SF
hotel room 255 SF
www.autodesk.com/revit
1004 SF
work room administration
441 SF
hotel room
restaraunt seating
257 SF
transaction counter
197 SF
back office
Consultant Address Address Address Phone
360 SF
258 SF
kitchen
238 SF
flight plan/ weather office 238 SF
manager office
reception office
407 SF
294 SF
832 SF
Consultant Address Address Address Phone
Consultant Address Address Address Phone
hotel room 255 SF
pilot lounge
vending
lobby
457 SF
354 SF
2956 SF
hotel room 255 SF
conference room
custodial
527 SF
197 SF
Consultant Address Address Address Phone
Consultant Address Address Address Phone
hotel room 253 SF
No.
Description
portion of structural analysis
Owner Project Name Unnamed
Date
page
Project: 462structuresproject
rnorthcutt Carbondale, IL 62901
Location: Multi-Span Roof Beam 2 Multi-Span Roof Beam [2009 International Building Code(AISC 13th Ed ASD)] A992-50 W12x14 x 60.0 FT Section Adequate By: 151.8% Controlling Factor: Deflection
Structural Analysis
Center DEFLECTIONS Live Load 0.00 IN L/Infinity Dead Load 1.59 in Total Load 1.59 IN L/453 Live Load Deflection Criteria: L/240 REACTIONS Live Load Dead Load Total Load Bearing Length
A 0 420 420 0.53
B 0 lb lb 420 lb 420 in 0.53
BEAM DATA Span Length Unbraced Length-Top Unbraced Length-Bottom Roof Pitch 0 :12
of
StruCalc Version 8.0.113.0 LOADING DIAGRAM
4/13/2014 9:19:35 PM
Total Load Deflection Criteria: L/180
lb lb lb in
Center 60 ft 0 ft 60 ft
A
STEEL PROPERTIES W12x14 - A992-50 Properties: Yield Stress: Fy = Modulus of Elasticity: E= Depth: d= Web Thickness: tw = Flange Width: bf = Flange Thickness: tf = Distance to Web Toe of Fillet: k= Moment of Inertia About X-X Axis: Ix = Section Modulus About X-X Axis: Sx = Plastic Section Modulus About X-X Axis: Zx = Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR = Allowable Flange Buckling Ratio: AFBR = Web Buckling Ratio: WBR = Allowable Web Buckling Ratio: AWBR = Controlling Unbraced Length: Lb = Limiting Unbraced Length for lateral-torsional buckling: Lp = Nominal Flexural Strength w/ safety factor: Mn = Controlling Equation: F2-1 Web height to thickness ratio: h/tw = Limiting height to thickness ratio for eqn. G2-2: h/tw-limit = Cv Factor: Cv = Controlling Equation: G2-3 Nominal Shear Strength w/ safety factor: Vn =
50 29000 11.9 0.2 3.97 0.23 0.53 88.6 14.9 17.4
8.82 9.15 54.25 90.55 0 ft 2.66 ft 43413 ft-lb 54.25 53.95 1 42754 lb
6300 ft-lb Controlling Moment: 30.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 420 lb Controlling Shear: At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Moment of Inertia (deflection): Moment: Shear:
Req'd 35.19 in4 6300 ft-lb 420 lb
ksi ksi in in in in in in4 in3 in3
Provided 88.6 in4 43413 ft-lb 42754 lb
ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load
60 ft
Center RLL = 25 psf RDL = 40 psf TW1 = 0 ft TW2 = 0 ft WALL = 0 plf
Center BEAM LOADING Total Live Load 0 plf Total Dead Load (Adjusted for Roof Pitch) 0 plf Beam Self Weight 14 plf Total Load 14 plf
B
Roof Connection
Lighting
Model Light Study Lighting Objective Primary lighting will come indirect lighting controller by a sawtooth roofing system. Metal and reflective materials will allow light to reflect into the space maximizing day lighting. When lighting is needed, energy efficient LED lighting should be used. The use of whiter light fixtures should be used to increase work, awareness and feeling. Primary use of pendant lighting will be used due to the nature of the design. Floor lighting will be added for visual effect.
Selected Design Area line attendant custodial/ laundry
325 SF
operations office
work room
197 SF
administration
441 SF
hotel room 255 SF
hotel room 255 SF
back office
hotel room 255 SF
hotel room 253 SF
1002 SF
360 SF
258 SF
kitchen
238 SF 706 SF
flight plan/ weather office 238 SF
hotel room 255 SF
restaraunt seating
257 SF
transaction counter
pilot lounge
vending
lobby
457 SF
354 SF
2956 SF
manager office
reception office
407 SF
294 SF
conference room
custodial
527 SF
197 SF
8' - 0"
Lighting Plan (Lobby)
4' - 0" 8' - 0"
8' - 0"
administration A
258 SF
8' - 0"
A
A
407 SF
B
12' - 9"
Symbology 8’ Pendent Light w/ Emergency back up Recessed Wall Base Light Exit Sign custodial S Switch
A
A
8' - 0"
A B
A
lobby A
A
A
A
527 SF
197 SF Mark Manufacture & Description
2956 SF
8' - 0" 5' - 11"
354 SF
8' - 0"
457 SF
vending
6' - 0"
conference room pilot lounge
5' - 0"
4' - 0"
Sheet Keynotes reception office 1. Ceiling height is 15’ above finished floor unless noted. 2. All spaces include acoustical cloud solution unless noted. 294 SF 3. HVAC and plumbing are exposed. 5' - 6" 4. HVAC and plumbing are manufacturer finish.
manager office
5' - 6"
238 SF
706 SF
8' - 0"
6' - 0"
A
8' - 0"
t plan/ weather office
5' - 0"
A
5' - 0"
A
8' - 0"
238 SF
8' - 0"
257 SF
5' - 0"
back office
A
4' - 0"
3' - 1" 5' - 11"
441 SF
A 8' - 0"
8' - 0"
transaction counter
A
8' - 0"
General Sheet Notes 1. Drawings do not scale. 2. All dimensions in feet and inches. 3. Maximize dist. btw diffusers in adj. spaces. 4. Seal all openings in walls btw spaces. restaraunt seating 5. Do not place wall outlets back to back. 6. Wall assembly construction will provide 1002 stc SF of 55. work room 7. Reverb time btw 1.5-1.8 shall be maintained. 8. Emergency lighting intensity must be greater than 1fc at 360 SF floor 9. All exit lighting must be connected to an emergency power source that will assure illumination kitchen for 1-1.5 hours during power failure.
operations office
325 SF
8' - 0"
8' - 0"
ne attendant
8' - 0"
A
Luminare Schedule Lamps Type
QTY WATTS
Lens
Finish Mounting Notes
A
LED Mod 44 LED 30 P-D-L44, S-D-L44 distributed Pendant-Mounted LED Direct array
32
acrylic white pendant soft glow lens
15’ above Finished Floor
B
Cove-15 CC-AI-L 15 LED Concealed Cove Asymmetric Indirect
32
acrylic white concealed soft cove glow lens
concealed cove in bearing wall
Cree LEDs 12
Lighting Section (Lobby)
Power Plan (Lobby)
e attendant 325 SF
transaction counter
8' - 0"
441 SF
8' - 0"
8' - 0"
General Sheet Notes 1. Drawings do not scale. 2. All dimensions in feet and inches. 3. Maximize dist. btw diffusers in adj. spaces. 4. Seal all openings in walls btw spaces. 5. Do not place wall outlets back to back. 6. Wall assembly construction operations office will provide stc of 55. 7. Reverb time btw 1.5-1.8 shall be maintained. 8. Emergency lighting intensity must be greater than 1fc at 257 SF floor 9. All exit lighting must be connected to an emergency power source that will assure illumination for 1-1.5 hours work room during power failure. 360 SF
administration Sheet Keynotes 1. Ceiling height is 15’ above finished floor unless noted. 2. All spaces include cloud solution unless noted. 258acoustical SF 3. HVAC and plumbing are exposed. 4. HVAC and plumbing are manufacturer finish.
ack office 238 SF
Symbology 8’ Pendent Light w/ Emergency back up managerWall office reception office Recessed Base Light Exit Sign 407 SF 294 SF S Switch
plan/ weather office 238 SF
pilot lounge
vending
lobby
457 SF
354 SF
2956 SF
Floor Outlet Duo
conference room
custodial
527 SF
197 SF
Lighting Plan (Cafe)
8' - 0"
8' - 0"
8' - 0"
A
A
A
4' - 0"
restaraunt seating A
A
8' - 0"
A
A
A
1002 SF
A
Sheet Keynotes 1. Ceiling height is 15’ above finished floor unless noted. 2. All spaces include acoustical cloud solution unless noted. 3. HVAC and plumbing are exposed. 4. HVAC and plumbing are manufacturer finish.
A
8' - 0"
work room
8' - 0"
General Sheet Notes 1. Drawings do not scale. 2. All dimensions in feet and inches. 3. Maximize dist. btw diffusers in adj. spaces. 4. Seal all openings in walls btw spaces. 5. Do not place wall outlets back to back. 6. Wall assembly construction will provide stc of 55. 7. Reverb time btw 1.5-1.8 shall be maintained. 8. Emergency lighting intensity must be greater than 1fc at floor 9. All exit lighting must be connected to an emergency power source that will assure illumination for 1-1.5 hours during power failure.
360 SF
8' - 0"
A
5' - 0"
A
A
5' - 0"
4' - 0"
A
706 SF
A
A
A
5' - 0"
4' - 0"
A
reception office
kitchen
Symbology 8’ Pendent Light w/ Emergency back up Recessed Wall Base Light Exit Sign S Switch
5' - 6" A
A
Luminare Schedule Mark Manufacture & Description
Lamps Type
QTY WATTS
Lens
Finish Mounting Notes
A
LED Mod 44 LED 30 P-D-L44, S-D-L44 distributed Pendant-Mounted LED Direct array
32
acrylic white pendant soft glow lens
15’ above Finished Floor
B
Cove-15 CC-AI-L 15 LED Concealed Cove Asymmetric Indirect
32
acrylic white concealed soft cove glow lens
concealed cove in bearing wall
A
5' - 6"
8' - 0"
294 SF
5' - 0"
A
Cree LEDs 12
Lighting Section (Cafe)