1. 10 ,210 mor 110,000 ft2 total area.
  2. 40,000 m3  of excavated material.
  3. 9,600 m3 of preload material for area B.
  4. 5,000 plus m3 concrete volume.
  5. 2 million pounds or 909,090.91 kg of structural steel tonnage for super structure frame.
  6. 1,500 G or 5,700 L of paint.
  7. 200 rolls of marmoleum floor covering.
  8. 36,400 kg or 80,000 pounds of exterior metal wall cladding.
  9. Three B trains of roofing material.
  10. Over 1,000,000 ft2 or 92,903 m2 of drywall.
  11. Over 250,000 person days of labour.
  12. 120 lifts of interior finishing material including birch and MDF.
  13. 6,000 linear feet of reclaimed fir for floor base board (or 1,830 linear meters).