1. Final Report Terminal X McCarran International Airport

2. John Condon – Project Manager Nate Linden – Project Engineer Jason Lindsey – Project Engineer Natalie Whiteman – Project Engineer Eric Wojak – Project Engineer/Client Liaison Team Introduction Las Vegas, Nevada

3. Presentation Overview Review Previous Presentation Project Results Kuala Lumpur International Airport

4. Review of Previous Presentation Codes and Regulations Design Criteria Geotechnical Report Expansion Joint Spacing Concrete and Steel Gravity Systems Design Option Assessment Fresno International Airport

5. Codes and Regulations Clark County Building Code –IBC 2003, With Amendments –ASCE 7-02 –ACI 318 –AISC LRFD

6. Geotechnical Report Kleinfelder, Inc. Summary –Soil Analysis –Seismic Design Category –Recommended Foundations

7. Proposed Terminal

8. Terminal Section Gridlines Typical Bay

9. Gravity System Design Steel Gravity System –Designed Typical Floor System –Structure Designed using RAM –Verified with Hand Calculations Concrete Gravity System –Designed Typical T-Beams –Designed Typical Bays by Hand

10. Decision Matrix Points Acceleration Limit (% Gravity) 1 0.4 - 0.7 2 1.5 - 2.5 3 4.0 - 7.0 PointsConstructability 1 Numerous special construction considerations 2 Some special construction considerations; mostly conventional methods used 3 No special construction considerations; all conventional methods used PointsConstruction Schedule 1 > 15 months 2 12 - 15 months 3 < 12 months Performance Rating PointsInitial Cost ($) 1 >$4 million 2 $4-$2 million 3 < $2 million Constructability Rating Construction Schedule Rating Initial Cost Rating

11. Performance (25%) Constructability (25%) Construction Schedule (25%) Initial Cost (25%) Total (Avg.) Steel Scheme 12322.00 Concrete Scheme 21221.75 Decision Matrix

12. Conceptual Roof Options Lateral System Connection Design Foundation Design LEED Assessment Construction Cost Estimate Project Completion Las Vegas, Nevada

13. Steel Space Frame Steel Joist/Joist Girder Structural Fabric Conceptual Roof Options Three Dimensional Rendering of Steel Space Frame Option

14. Wind and Seismic Loads Layout of Frames –Moment Frames –Braced Frames Diaphragms Lateral System Level 1 Lateral Force Resisting System Layout Computer Model of Moment Frame

15. Gravity System Connections Lateral System Connections Connection Design Typical Connection Detail

16. Three Typical Footing Sizes Material Quantities –Concrete = 8720 yd 3 –Steel = 49.7 tons Shallow Foundation Design 3’-0” 14’-9” Column 3” cover No. 11 Bar

17. Construction Cost Estimate ComponentCost Steel Beams$2,919,000 Steel Columns$369,600 Connections$29,500 Metal Decking$588,000 Foundations$1,402,000 Total$5,308,000