1 / 39

Information Sciences & Technology Building University Park, PA

Information Sciences & Technology Building University Park, PA. Melissa Rosol Construction Management. April 16, 2003 Senior Thesis Presentation. Agenda. Project Team Owner’s Expectations Project Background. Introduction Foundation Analysis Atrium Redesign Floor Finishes

holli
Download Presentation

Information Sciences & Technology Building University Park, PA

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Information Sciences & Technology Building University Park, PA Melissa Rosol Construction Management April 16, 2003 Senior Thesis Presentation

  2. Agenda Project Team Owner’s Expectations Project Background • Introduction • Foundation Analysis • Atrium Redesign • Floor Finishes • Research: MOLD in the Construction Industry • Conclusion/Questions

  3. Introduction • Project Team/Organization OWNER: P.S.U. JOINT VENTURE CM AGENCY ARCHITECT: Perfido Weiskopf Architects ENGINEERS: Dewhurst Macfarlane & Partners Ove Arup & Partners CONSTRUCTION MANAGER: Turner Construction. ARCHITECT: Raphael Vinoly Architects COST PLUS, LUMP SUM LUMP SUM CONTRACT SUBCONTRACTORS

  4. Introduction • Owner’s Expectations: • Safety of students, faculty, and others on campus. • Keep the project under budget. • Keep the project on schedule. • High quality construction • How to accomplish these goals: • Evaluate building and its systems • Look for potential cost and schedule reductions; but upholding quality. • Implement quality control plans.

  5. Introduction • Project Size: 207,000 ft2 • Building Costs/Overall Budget: $45 million/$58.5 million • Schedule: September 2001 thru December 2003 • Site:

  6. Agenda • Introduction • Foundation Analysis • Atrium Redesign • Floor Finish Alternatives • Research: MOLD in the Construction Industry • Conclusion/Questions 3 Systems Cost Savings Schedule Reduction Constructability

  7. Foundation Analysis • Investigated 3 systems: • Combination of Mini Piles and Spread Footings (Existing System) • All Mini Pile System • All Spread Footings System

  8. Foundation Analysis Costs Include: Material, Labor, and Equipment. Costs derived from R.S. Means and information from contractors.

  9. Foundation Analysis SCHEDULE WEST EAST Combination System: 125 days 95 days All Mini Piles: 135 days 125 days All Spread Footings: 330 days 302 days

  10. Foundation Analysis • CONCLUSIONS All Mini Piles • Work well for high loads, may not be necessary for smaller loads; may add time to schedule All Spread Footings • Work well for smaller loads, but become too large at loads > 200 kips Combination System • Good balance between high and low loads. 

  11. Agenda • Introduction • Foundation Analysis • Atrium Redesign • Floor Finish Alternatives • Research: MOLD in the Construction Industry • Conclusion/Questions Structural Components Cost Schedule Advantages/Disadvantages

  12. Atrium Redesign • Existing Atrium Design

  13. Atrium Redesign • Existing Atrium Design Concerns • Weather in State College • Proper drainage • Potential of condensation on curtain wall

  14. Atrium Redesign • Redesign Atrium

  15. Atrium Redesign • Costs • Durations: • Original Design 30 days • Atrium Redesign 60 days Costs derived from R.S. Means.

  16. Atrium Redesign  • Conclusions Advantages to new design: • Pedestrians will be sheltered from the weather, therefore less likely to walk thru café area • Drainage is less of an issue, since water will not be coming directly into the building • Risk of icicles forming on curtain wall (although highly unlikely) will be eliminated. Disadvantages to new design: • Takes away from a strong architectural aspect • The extra glazing adds a greater amount of weight, affecting the entire structure (i.e. framing, foundations, vertical curtain wall system) • Add costs and time 

  17. Agenda • Introduction • Foundation Analysis • Atrium Redesign • Floor Finish Alternatives • Research: MOLD in the Construction Industry • Conclusion/Questions 3 Alternatives Cost Savings Schedule Constructability

  18. Floor Finish Alternatives • Investigated 3 types of finishes: Concrete Grinding (Existing Finish) Terrazzo (thin set) Epoxy/Urethane Coating 1 2 3 Pictures from: 1. Aldon Chemical Company; 2. Depaoli Mosaic Co.; 3. Tennant Co. Websites

  19. Floor Finish Alternatives • Costs (upfront)/Durations Construction costs supplied by contractors. Maintenance costs derived from various companies suggestions.

  20. Floor Finish Alternatives • Life Cycle Costs Summary: Ground Concrete: $31.15/sq ft Terrazzo: $30.08/sq ft Epoxy Coating: $27.65/sq ft

  21. Floor Finish Alternatives • Conclusions Terrazzo  KEY:  - High;  - Medium;  - Low

  22. Agenda • Introduction • Foundation Analysis • Atrium Redesign • Floor Finish Alternatives • Research: MOLD in the Building Industry • Conclusion/Questions

  23. Research: MOLD in the Building Industry MOLD in the Building Industry Picture from Holland & Knight LLP.

  24. Research:MOLD in the Building Industry • Background • What is mold? A microscopic fungi that lives on organic matter. • Impact on the Industry Legal Issues Health Concerns Scheduling • ‘Action Plan’ • FIND MOLD • PREVENT MOLD

  25. Research:MOLD in the Building Industry • ‘Action Plan’: What to do if you FIND MOLD on the project. • Contacts • Report incident • Contact Professional/Qualified Agency • Tests/Inspection • Visual Testing • Bulk and Surface Testing • Air Testing

  26. Research:MOLD in the Building Industry • ‘Action Plan’:What to do if you FIND MOLD on the project. III.. Remediation • Determine Contaminated Areas. • Fix Water Source • Safety • Seal off affected area(s). • Turn of HVAC and A/C. • Properly clean and/or remove infected materials

  27. Research: MOLD in the Building Industry • ‘Action Plan’:Ways to PREVENT MOLD from growing in the building. • Preconstruction • Proper design • Perform constructability reviews • Construction • Control Moisture • Reduce air humidity (<60%) • Fix leaks within 24-72 hours • Implement quality control program • Schedule appropriately • Keep building clean

  28. Research:MOLD in the Building Industry • ‘Action Plan’:Ways to PREVENT MOLD from growing in the building. • Postconstruction • Properly maintain building and its systems • Learn from past experiences • EDUCATE….EDUCATE….EDUCATE

  29. Agenda • Introduction • Foundation Analysis • Atrium Redesign • Floor Finish Alternatives • Research: MOLD in the Building Industry • Conclusion/Questions

  30. Conclusions • Conclusions DescriptionSuggestions Foundation Analysis Combination System Atrium Design Investigate Floor Finishes Epoxy or Terrazzo Mold Action Plan 

  31. Acknowledgements Turner Construction Co.: Including, Anne Pernell Shawn Bell Chris Magent Brian Kimmel John Obrieter Ralph Melocchi Doug Antanitus P.S.U., Architectural Engineering Faculty: Including, Moses Ling Jonathan Dougherty Dr. Horman Dr. Messner Dr. Riley Dr. Hannigan Dr. Schneider P.S.U. Office of Physical Plant Raphael Vinoly/Perfido Weiskopf Architects Dewhurst Macfarlane Eng. Ove Arup Inc Nicholson Construction Stewart Amos Steel L.S. Fiore Nittany Building Supplies and Equipment Bob Biter Electric Encompass Dirk Haire Amy Graver Family & Friends

  32. QUESTIONS????

  33. Foundation Analysis • Design Mini Piles: Structural P = 0.5FyAs + 0.45f’cAc P= 250 kips Geotechnical P = σ∏dL Assume 6’ min. bedrock

  34. Foundation Analysis • Design Spread Footings: q = P/A q = bearing capacity of soil = 2000 psf P = vertical column load Overall Total cy concrete original: 900 Total cy concrete redesign: 4000

  35. Atrium Redesign • Design Assumptions • Gravity Design Analysis • AISC 3rd Edition • 50 ksi steel • 1 ¼ “ Insulated, Laminated glass

  36. Atrium Redesign • Atrium Framing Original Tonnage: 4.15 Redesign tonnage: 20.66 • Bridge structure – 300 tons of steel Original framing made up 1.4% Redesign framing add an additional 6%

  37. Atrium Redesign

  38. Floor Finishes • Maintenance costs Concrete Grinding: Annually $0.46/sq ft. x 30,000 sq ft = $13,800 Once in 5 yrs $1.00/sq ft. x 30,000 sq ft = $30,000(5) TOTAL = $99,000 Terrazzo: Annually $0.46/sq ft. x 30,000 sq ft = $13,800(5) TOTAL = $69,000 Epoxy/Urethane Coating: Annually $0.46/sq ft. x 30,000 sq ft = $13,800 Once in 5 yrs $1.00/sq ft. x 30,000 sq ft = $30,000(5) TOTAL = $99,000 Maintenance costs from Master Terrazzo Technologies

  39. Floor Finishes • Square Foot Costs

More Related