1 / 45

Architect (K.U.) ADAM GUMOWSKI

P. acific. U. p A c. niversity. V. i. e. w. 20. 02. 03.15.2002. Winter Quarter Presentation. Architect (K.U.) ADAM GUMOWSKI. Engineer (S.U.) JASON STONE. C.M. (S.U.) BOB FARMAN. O wner. Joel Villamil. A rchitect. Adam Gumowski. E ngineer. Jason Stone. C onstruction Mngr.

oprah-bass
Télécharger la présentation

Architect (K.U.) ADAM GUMOWSKI

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. P acific U p A c niversity V i e w 20 02 03.15.2002 Winter Quarter Presentation Architect (K.U.)ADAM GUMOWSKI Engineer (S.U.) JASON STONE C.M. (S.U.) BOB FARMAN

  2. Owner Joel Villamil Architect Adam Gumowski Engineer Jason Stone Construction Mngr. Bob Farman

  3. Site Location windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Presidio National Park A E C Of San Francisco

  4. Site Evaluation windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Surrounding Architecture Historical Context The Bay as a gateway Sustainable Design A E Soil Characteristics Foundation Studies Water Table Concerns Dewatering Methods Water Protection Sustainable Materials Site Accessibility C

  5. Arch. Design #1 S ustainability D esign by windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  6. S D ustainability by esign windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A • “green architecture” • based on the functionality and awareness to efficiency and sustainability • air circulation and natural ventilation • natural lighting and light modulation throughout the building • natural humidification from the water E NS Section through West Wing C EW Section Through South Wing Roof Plan

  7. Floor Plans Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Basement Floor Plan Ground Floor Plan A E C

  8. Floor Plans Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression 2nd Floor Plan 3rd Floor Plan A E C

  9. Design Development windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  10. Design Development windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  11. Structural Design Parameters windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A • Seismic Zone 4, 10 km from San Andreas • Soil Qb = 40 ft. of sand, Soil Type SE • Flood Resistance and Green Building Considerations • Dead loads: • Slab, partitions, beams, columns, shear core, roofing system, cladding • Live loads per UBC 97 E C

  12. Structural Solution #1 – Dual System windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Base Shear = 268k Overturning moment = 4700 k*ft A SMRF beams: 14x16” SMRF columns: 14”x14” Gravity columns: 12”x12” E First Floor Third Floor C 12” Shear Walls 8” Flat Slab Second Floor Roof

  13. Architechural Overlay #1 windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E Basement Second Floor C Ground Floor Third Floor

  14. Structural Solution #2 – Dual System windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression SMRF beams: W18x35 SMRF columns: W12x120 Gravity columns: W12x65 A E First Floor Third Floor Gravity Beams: W10x33 12” Shear Walls Concentrically braced frame: HS 12x12x5/8 5.25” Composite Lightweight Concrete Slab C Second Floor Roof

  15. Architectural Overlay#2 windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E Ground Floor Second Floor C First Floor Third Floor

  16. Load Path - Lateral Loads windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  17. Load Path - Skyways windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  18. Load Path - Skyways windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A Concrete solution with 7” slab and 12” x 12” beam Steel solution with 5.25” lightweight slab on beam E C

  19. W30x235 Load Path - Gravity windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  20. Chord member ShearKeys Connection to Beams with anchor bolts Load Path - Roof windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E Shear keys and chord member create a monolithic behavior of the precast roof panels instead of individual behavior C

  21. PL1/4 - 9in Shop weld Steel Connections windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Steel Beam-Shearwall ConnectionMoment Connection Steel Bracing Connection Girder-Column Connection A E C

  22. Foundation – Site Characteristics windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression • Soil underneath structure is 40 ft. of sand • Assumed soil properties: • F’ = 30o, c’ = 0, g = 125 pcf • Bearing Capacity = 4500 psf • 8 x 8 ft2 spread footings, strip footings • Mat Foundation – estimated 18” depth and 24” under columns A E C Basement First Floor

  23. Foundation Connections windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  24. Site Layout windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  25. Concept 1 Schedule windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A Precast Concrete Option E Structural Steel Option C

  26. Concept 1 Budget windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  27. Arch. Design #2 D efining A xis an windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  28. D A efining an xis windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  29. Design Process windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E C

  30. Massing windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E Ocean View C View from Tidal Marsh

  31. Floor Plans Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression Ground Floor Plan A E C

  32. Floor Plans Auditorium Chair’s Office Computer Room Faculty Lounge Faculty Offices Instructional Labs Lg Classrooms Mech. Room Restrooms Secretaries Seminar Rooms Senior Admin. Sm.Classrooms Storage/Utility Student Offices Tech. Support windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression 2nd Floor Plan 3rd Floor Plan A E C

  33. 3D Floor Plans windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression A E Ground Floor Plan 2nd Floor Plan C 3rd Floor Plan

  34. Structural Solution #1 Base Shear = 4000k Overturning Moment = 10000 kft A SMRF beams: 16”x18” SMRF columns: 16”x16” Gravity columns: 12”x12” Gravity Beams: 12”x18” E Third Floor First Floor C 8” Flat Slab Note: Due to seismic conditions, this design might require capitals or beams. Second Floor Roof windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  35. Architechural Overlay #1 A E First Floor C Third Floor Second Floor windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  36. Structural Solution #2 SMRF beams: W18x36 SMRF columns: W14x120 Gravity columns: W12x72 A E Third Floor First Floor Gravity Beams: W10x19 Gravity Girders: W12x40 5.25” Composite Lightweight Concrete Slab C Second Floor Roof windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  37. Structural Solution #2 A E First Floor C Third Floor Second Floor windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  38. Load Path - Lateral Loads A E C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  39. Steel Connections Coped ConnectionMoment Connection Angled Beam Connection Girder-Column Connection A E C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  40. Foundation – Site Characteristics A E • 8 x 8 ft2 spread footings, 24” deep • Mat Foundation – estimated 18” depth and 24” under columns C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  41. Concept 2 Schedule A Precast Concrete Option E Structural Steel Option C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  42. Concept 2 Budget A E C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  43. Decision Matrix A Steel Concrete Steel Concrete E C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  44. AEC Interaction Discussion A E C windwaterfunctionsustainabilitycollaborationcontextefficiencygatewayaxisintegrationcirculationexpression

  45. P acific U p A c niversity V i e w 20 02 03.15.2002 Winter Quarter Presentation QUESTIONS? Architect (K.U.)ADAM GUMOWSKI Engineer (S.U.) JASON STONE C.M. (S.U.) BOB FARMAN

More Related