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UT Architectural Engineering Integrated Design Course Presentation

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This was my team\'s presentation for the UT Architectural Engineering capstone course

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UT Architectural Engineering Integrated Design Course Presentation

  1. 1. RIMROCK PROFESSIONAL OFFICE BUILDING<br />BSARR<br />ENGINEERS<br />STRUCTURAL<br />ALEC GAGNON | RUBEN PERALEZ II <br />RICHARD SNIFF<br />HVAC<br />BEN MEINKE | SADIE WILSON<br />
  2. 2. BUILDING INTRODUCTION<br />BSARR<br />ENGINEERS<br />PROVIDED INFORMATION:<br /><ul><li>MULTI-USE OFFICE SPACE
  3. 3. AUSTIN, TX
  4. 4. TWO STORY BUILDING
  5. 5. 18,540 TOTAL SQUARE FEET
  6. 6. 4,500 SQUARE FOOT SURGICAL CENTER
  7. 7. 11,200 SQUARE FEET OF UNLEASED OFFICE SPACE</li></li></ul><li>BUILDING INTRODUCTION<br />BSARR<br />ENGINEERS<br />
  8. 8. DESIGN CHALLENGES<br />BSARR<br />ENGINEERS<br />MULTI-STORY ATRIUM<br />GABLE ROOF<br />ATRIUM BALCONY<br />CANTILEVERS<br />GLASS FACADE<br />NARROW PLENUM<br />
  9. 9. DESIGN CHALLENGES<br />BSARR<br />ENGINEERS<br />LACK OF ARCHITECT PROVIDED CHASES OR FAN ROOMS<br />COMPLEX CODE-REGULATED SURGICAL CENTER ON LOWER LEVEL <br />LEVEL 1<br />LEVEL 2<br />
  10. 10. STRUCTURAL DESIGN<br />INTRODUCTION<br />BSARR<br />ENGINEERS<br />
  11. 11. STRUCTURAL | DESIGN CRITERIA<br />BSARR<br />ENGINEERS<br />Cost<br />Material expense<br />Construction expense<br />Lateral Stability<br />Flexibility<br />Column layouts<br />Durability<br />Constructability<br />Degree of skill<br />Degree of detail<br />
  12. 12. STRUCTURAL | SYSTEM CONSIDERATIONS<br />BSARR<br />ENGINEERS<br />Reinforced concrete<br />Two-way slab<br />Beams and columns<br />Precast concrete<br />Masonry<br />Masonry exterior walls<br />Reinforced concrete interior<br />Steel<br />Open-web joist<br />
  13. 13. STRUCTURAL | SYSTEM SELECTION<br />BSARR<br />ENGINEERS<br />Reinforced concrete foundation<br />Typical choice of material<br />Steel superstructure with open-web joists<br />Light, efficient structure<br />Flexible office space<br />Masonry shear walls<br />Durable<br />Easy to construct<br />Solid lateral stability<br />
  14. 14. STRUCTURAL | SYSTEM SELECTION<br />BSARR<br />ENGINEERS<br />
  15. 15. STRUCTURAL | CODES AND STANDARDS<br />BSARR<br />ENGINEERS<br />IBC 2009<br />Live loads<br />Live load reduction provisions<br />Elevator pit live loads<br />ASCE7<br />Main wind force resisting system procedure<br />Components and cladding procedure<br />AISC 2005<br />Steel specifications<br />ACI 318-08<br />Concrete specifications<br />
  16. 16. STRUCTURAL | LOADING | GROUND FLOOR<br />BSARR<br />ENGINEERS<br />60 psf<br />50 psf<br />50 psf<br />100 psf<br />100 psf<br />100 psf<br />100 psf<br />50 psf<br />50 psf<br />100 psf<br />150 psf<br />
  17. 17. STRUCTURAL | LOADING | SECOND FLOOR<br />BSARR<br />ENGINEERS<br />50 psf<br />100 psf<br />100 psf<br />50 psf<br />50 psf<br />
  18. 18. STRUCTURAL | LOADING | ROOF LEVEL<br />BSARR<br />ENGINEERS<br />20 psf<br />
  19. 19. STRUCTURAL | FOUNDATION SYSTEM<br />BSARR<br />ENGINEERS<br />Suspended One-way Slab<br />Piers <br />Grade Beams<br />Interior <br />Exterior<br />Elevator Pit<br />Slab-on-grade<br />Load-bearing walls<br />
  20. 20. STRUCTURAL | PIERS<br />BSARR<br />ENGINEERS<br />
  21. 21. STRUCTURAL | PIERS<br />BSARR<br />ENGINEERS<br />
  22. 22. STRUCTURAL | PIERS<br />BSARR<br />ENGINEERS<br />22”<br />26”<br />
  23. 23. STRUCTURAL | GRADE BEAMS | EXTERIOR<br />BSARR<br />ENGINEERS<br />
  24. 24. STRUCTURAL | GRADE BEAMS | EXTERIOR<br />BSARR<br />ENGINEERS<br />
  25. 25. STRUCTURAL | GRADE BEAMS | INTERIOR<br />BSARR<br />ENGINEERS<br />
  26. 26. STRUCTURAL | GRADE BEAMS | INTERIOR<br />BSARR<br />ENGINEERS<br />
  27. 27. STRUCTURAL | SLAB SYSTEM<br />BSARR<br />ENGINEERS<br />
  28. 28. STRUCTURAL | SLAB SYSTEM<br />BSARR<br />ENGINEERS<br />
  29. 29. STRUCTURAL | ELEVATOR PIT<br />BSARR<br />ENGINEERS<br />
  30. 30. STRUCTURAL | SUPERSTRUCTURE<br />BSARR<br />ENGINEERS<br />
  31. 31. STRUCTURAL | COLUMN LAYOUT<br />BSARR<br />ENGINEERS<br />
  32. 32. STRUCTURAL | LEVEL 2 – DECKING<br />BSARR<br />ENGINEERS<br />
  33. 33. STRUCTURAL | LEVEL 2 – JOIST SYSTEM<br />BSARR<br />ENGINEERS<br />
  34. 34. STRUCTURAL | LEVEL 2 – GIRDERS<br />BSARR<br />ENGINEERS<br />
  35. 35. STRUCTURAL | ROOF LAYOUT<br />BSARR<br />ENGINEERS<br />
  36. 36. STRUCTURAL | ROOF - DECKING<br />BSARR<br />ENGINEERS<br />
  37. 37. STRUCTURAL | ROOF – JOIST SYSTEM<br />BSARR<br />ENGINEERS<br />
  38. 38. STRUCTURAL | ROOF - GIRDERS<br />BSARR<br />ENGINEERS<br />
  39. 39. STRUCTURAL | LOBBY BALCONY OVERHANG<br />BSARR<br />ENGINEERS<br />
  40. 40. BSARR<br />ENGINEERS<br />STRUCTURAL | CANTILEVER<br />
  41. 41. STRUCTURAL | CANTILEVER<br />BSARR<br />ENGINEERS<br />
  42. 42. STRUCTURAL | GABLE ROOF<br />BSARR<br />ENGINEERS<br />
  43. 43. STRUCTURAL | GABLE ROOF<br />BSARR<br />ENGINEERS<br />
  44. 44. STRUCTURAL | GABLE ROOF<br />BSARR<br />ENGINEERS<br />
  45. 45. STRUCTURAL | GABLE ROOF<br />BSARR<br />ENGINEERS<br />
  46. 46. STRUCTURAL | GABLE ROOF SUMMARY<br />BSARR<br />ENGINEERS<br />6 Panel Howe Trusses<br />L4X3X1/4 members<br />Analytical wind load determination<br />SAP modeling<br />C6X8.2 Purlins<br />Lateral stability<br />1 ½” metal deck<br />L6X6X1/2 Brace frames<br />CMU core<br />
  47. 47. STRUCTURAL | MWFRS<br />BSARR<br />ENGINEERS<br />
  48. 48. STRUCTURAL | DIAPHRAGMS<br />BSARR<br />ENGINEERS<br />
  49. 49. STRUCTURAL | FIRE CORE<br />BSARR<br />ENGINEERS<br />
  50. 50. STRUCTURAL | FIRE CORE<br />BSARR<br />ENGINEERS<br />
  51. 51. STRUCTURAL | MWFRS SUMMARY<br />Roof and second floor diaphragms<br />1 ½” metal deck<br />3 ½” concrete deck<br />Masonry core<br />8” CMU walls<br />#4 bars @ 48”<br />Partially grouted<br />3 hour fire rating<br />BSARR<br />ENGINEERS<br />
  52. 52. HVAC DESIGN<br />INTRODUCTION<br />BSARR<br />ENGINEERS<br />
  53. 53. HVAC | CODES & STANDARDS<br />TEXAS ADMINISTRATIVE CODEFOR AMBULATORY SURGICAL CENTERS<br />NFPA<br />90A, 101<br />ASHRAE STANDARDS<br />62.1, 90.1, FUNDAMENTALS, HVAC APPLICATIONS HANDBOOK<br />BSARR<br />ENGINEERS<br />
  54. 54. BSARR<br />ENGINEERS<br />HVAC | DESIGN PARAMETERS<br />SUMMER DESIGN CONDITIONS:<br />99°F DRY BULB<br />74°F WET BULB<br />WINTER DESIGN CONDITIONS:<br />28°F DRY BULB<br />CITY OF AUSTIN AMMENDMENTS TO THE 2006 IECC<br />
  55. 55. HVAC | U-VALUES<br />BSARR<br />ENGINEERS<br />GYPSUM BOARD<br />STUD ASSEMBLY WITH R-15 BATT INSULATION<br />DENS GLASS<br />AIR GAP<br />BRICK FACADE<br />CAST STONE<br />EXTERIOR WALL:<br />0.087 BTUH/FT2 °F<br />GLAZING:<br />0.470 BTUH/FT2 °F<br />ROOF:<br />0.048 BTUH/FT2 °F<br />
  56. 56. HVAC | LEVEL 1 ZONING LAYOUT<br />BSARR<br />ENGINEERS<br />
  57. 57. HVAC | LEVEL 1 NORTHWEST ZONES<br />BSARR<br />ENGINEERS<br />NORTHWEST ZONES | HP-1<br />6 TON UNIT<br />
  58. 58. HVAC | LEVEL 1 SOUTHWEST ZONES<br />BSARR<br />ENGINEERS<br />SOUTHWEST ZONES | HP-3<br />5 TON UNIT<br />
  59. 59. HVAC | LEVEL 1 EAST ZONES<br />BSARR<br />ENGINEERS<br />EAST ZONES | HP-4<br />20 TON UNIT<br />
  60. 60. HVAC | LEVEL 2 ZONING LAYOUT<br />BSARR<br />ENGINEERS<br />
  61. 61. HVAC | LEVEL 2 SOUTH ZONES<br />BSARR<br />ENGINEERS<br />SOUTH ZONES | HP-5<br />7 ½ TON UNIT<br />
  62. 62. HVAC | LEVEL 2 NORTH ZONE<br />BSARR<br />ENGINEERS<br />NORTH ZONE | HP-2<br />20 TON UNIT<br />
  63. 63. HVAC | MECHANICAL EQUIPMENT<br />BSARR<br />ENGINEERS<br />ROOF-TOP HEAT PUMPS<br />BELT DRIVE<br />ADJUSTABLE SPEEDS<br />AIR COOLED CONDENSER<br />LOW INITIAL COST<br />ELECTRIC HEATING COIL<br />SUPPLEMENTS HEAT PUMP FOR EXTREME COLD DAYS<br />
  64. 64. HVAC | MECHANICAL EQUIPMENT<br />BSARR<br />ENGINEERS<br />TERMINAL UNITS & STEAM HUMIDIFIER<br />VARIABLE AIR VOLUME<br />ELECTRIC REHEAT COIL<br />CONSTANT AIR VOLUME<br />ELECTRIC REHEAT COIL<br />MORE PRECISE HUMIDITY CONTROL<br />IN-DUCT STEAM HUMIDIFIER<br />ADDITIONAL HUMIDITY CONTROL <br />
  65. 65. HVAC | MECHANICAL EQUIPMENT LAYOUT<br />BSARR<br />ENGINEERS<br />
  66. 66. HVAC | EXHAUST DUCT LAYOUT<br />BSARR<br />ENGINEERS<br />
  67. 67. HVAC | SUPPLY DUCT LAYOUT<br />BSARR<br />ENGINEERS<br />
  68. 68. HVAC | RETURN DUCT LAYOUT<br />BSARR<br />ENGINEERS<br />
  69. 69. HVAC | COMPLETE DUCT LAYOUT<br />BSARR<br />ENGINEERS<br />
  70. 70. HVAC | LEVEL 1 NW ZONE<br />BSARR<br />ENGINEERS<br />
  71. 71. HVAC | LEVEL 1 NW ZONE<br />BSARR<br />ENGINEERS<br />LEVEL 2 PATH TO ROOFTOP UNIT<br />
  72. 72. HVAC | LEVEL 1 NW ZONE COORDINATION<br />BSARR<br />ENGINEERS<br />
  73. 73. HVAC | LEVEL 1 SW ZONE<br />BSARR<br />ENGINEERS<br />
  74. 74. HVAC | LEVEL 1 SW ZONE<br />BSARR<br />ENGINEERS<br />LEVEL 2 PATH TO ROOFTOP UNIT<br />
  75. 75. HVAC | LEVEL 1 EAST ZONE<br />BSARR<br />ENGINEERS<br />
  76. 76. HVAC | LEVEL 1 EAST ZONE<br />BSARR<br />ENGINEERS<br />LEVEL 2 PATH TO ROOFTOP UNIT<br />
  77. 77. HVAC | LEVEL 2 NORTH ZONE<br />BSARR<br />ENGINEERS<br />
  78. 78. HVAC | LEVEL 2 SOUTH ZONE<br />BSARR<br />ENGINEERS<br />
  79. 79. HVAC | LEVEL 2 SOUTH ZONE<br />BSARR<br />ENGINEERS<br />
  80. 80. QUESTIONS?<br />BSARR<br />ENGINEERS<br />

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