1 / 37

Bethesda Triangle

Bethesda Triangle. Brian Groark Construction Management Faculty Consultant: Dr. Messner. Bethesda Triangle. 14 story apartment building Additional 4 stories below grade for parking 580,000 SF Cast in place concrete structure Offices and retail on plaza level

lakeshiat
Download Presentation

Bethesda Triangle

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. Bethesda Triangle Brian Groark Construction Management Faculty Consultant: Dr. Messner

  2. Bethesda Triangle • 14 story apartment building • Additional 4 stories below grade for parking • 580,000 SF • Cast in place concrete structure • Offices and retail on plaza level • High end apartments on floors 12-14

  3. Bethesda Triangle • Owner: Bethesda Triangle, LLC • CM: Encore Development • Construction began on February 14, 2002 • Phased occupancy • Little site space

  4. Bethesda Triangle

  5. Thesis Overview • SIPS Schedule • Change emergency generator • Change formwork • Guidelines for mold prevention

  6. CM Depth Short Interval Production Schedule (SIPS)

  7. Reasons for Using SIPS • Lack of solid schedule for the project • Project will finish extremely late • Needs solid, detailed schedule for all aspects of the project • Repetitive floors work well for SIPS

  8. SIPS • Create a detailed SIPS schedule for the concrete structure • Compare it to the original duration for the structure

  9. SIPS • Each floor is broken up into 4 sections • Crews follow in progression through all the sections and floors • Each section has the same duration

  10. Section Layout

  11. SIPS • Floors G4 – plaza level are the same • Floors 2 – 14 are the same • Each section takes 2 weeks to complete

  12. SIPS

  13. Results • Original duration was 44 weeks • SIPS duration is 31 weeks • Time saved is 13 weeks

  14. Electrical Breadth Change Emergency Generator

  15. Original Generator • 2 mega-watt generator • Power entire building in the event of a black out • Sell extra power back to the grid at times when the costs of running the generator are less than electricity costs

  16. New Generator • 350 kilo-watt generator • Power only emergency systems • Emergency lighting and alarms • Fire pump • Stairwell pressurization • Smoke exhaust • Elevator

  17. Initial Costs • 2 mega-watt – $540,000 • 350 KW - $40,000

  18. Cost Analysis

  19. Cost Analysis

  20. Cost Analysis • Costs of running the generator to power the building were compared to purchasing electricity on an hourly basis

  21. Results • No profit is shown from running the generator • Price of diesel fuel has increased

  22. Recommendation • Use proposed generator • Initial cost savings of approximately $500,000

  23. Structural Breadth Change Formwork System

  24. Original Formwork • Traditional formwork • Built in place with shoring • Stripped and re-shored

  25. New Formwork System • Symons flying truss system • Large aluminum forming tables are flown into position with a crane • Much higher productivity

  26. Slab • Original slab was a flat slab with drop panels • Flying truss system can only be used with flat plate slabs • Slab was redesigned to a 10” flat plate to accommodate the new forming system

  27. Productivity • With a crew of six workers: • Hand set system – 544 sq ft per day • Flying truss system – 7500 sq ft per day

  28. Comparison Form costs Slab Costs

  29. Results • Total cost savings of approximately $950,000

  30. Research Mold Prevention Guidelines

  31. Effects of Mold in Buildings • Less serious symptoms of toxic mold poisoning • Skin rashes • Fatigue • Coughing • Headaches

  32. Effects of Mold in Buildings • More serious symptoms of toxic mold poisoning • Impaired breathing • Memory loss • Hearing, speech, and eyesight degradation • Loss of balance

  33. Causes of Mold • Moisture • Leaks • Condensation

  34. Guidelines for Prevention • Clear details of all exterior penetrations • Design must provide for adequate roof drainage • No changes to design of enclosure without architects approval • Proper slope of grading

  35. Guidelines for Prevention • Drywall must remain dry • Complete enclosure of building prior to drywall installation • Use drywall designed to reduce mold growth • Proper inspection • Proper operation of equipment

  36. Conclusions • SIPS can reduce schedule duration • Larger generator is not profitable at current fuel prices • Flying truss formwork greatly increases productivity • Early mold prevention can save costly repairs in the future

  37. Questions ?

More Related