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ECMC Skilled Nursing Facility
- Buffalo, NY -
Brian Brunnet
Structural Option
AE 482 – Senior Thesis
Dr. Ali Memari
1. Project Background
2. Scope of Work
3. Structural Depth Study
i. Foundation System
ii. Gravity System
iii. Lateral Force Resisting System
4. Mechanical Breadth
5. Construction Management Breadth
6. Summary of Conclusions
7. Acknowledgments
Foundation System
Foundation System Redesign:
• Adequate Bedrock depth is Large
• Deep Foundations Recommended
• Used Spread Footing on Bedrock for Design
1. Project Background
2. Scope of Work
3. Structural Depth Study
i. Foundation System
ii. Gravity System
iii. Lateral Force Resisting System
4. Mechanical Breadth
5. Construction Management Breadth
6. Summary of Conclusions
7. Acknowledgments
Gravity System
Gravity System Redesign:
• Composite Beam Design
• Similar Dead and Live Loads
• Live Load Reductions Considered
1. Project Background
2. Scope of Work
3. Structural Depth Study
i. Foundation System
ii. Gravity System
iii. Lateral Force Resisting System
4. Mechanical Breadth
5. Construction Management Breadth
6. Summary of Conclusions
7. Acknowledgments
Mechanical System
Mechanical System Check:
• Temperatures and Thermal Effect on building
calculated for Los Angeles, CA
• AHU’s checked for adequacy in new location