1. MEMBERS Introduction Architect: Angela Ribas UC Berkeley Engineer: Matthias Niebling Bauhaus-University Weimar, Germany Construction Manager: Kevin Coyne Stanford University Product Manager: Torsten Schluesselburg FH Aargau, Switzerland Owner: David Steinbach Weimar, Germany BAY TEAM 2002

2. BAY AREA / SAN FRANCISCO BAY AREA / SAN FRANCISCO UNIVERSITY OF SAN FRANCISCO UNIVERSITY OF SAN FRANCISCO MAIN CAMPUS AT FULTON STREET MAIN CAMPUS AT FULTON STREET CAMPUS LOCATION SURROUNDING: GOLDEN GATE PARK GOLDEN GATE PARK (HUGE GREEN AREA) RESIDENTIAL NEIGHBORHOODRESIDENTIAL NEIGHBORHOOD HILL AREAHILL AREA

3. N CAMPUS VIEW FULTON STREET GOLDEN GATE AVE.

4. TEXTURES AREA ANALYSIS N

5. SITE PANORAMIC VIEW SITE MAP FLAT GROUND FACING FULTON STREET N BUILDING LOCATION

6. Matrix DECISION MATRIX $5.9 Mil$6.8 Mil PROS: CONS: Extended footprint Interesting structure and details Base Isolation System costly Daylight / Green area inside Owners preference Large glass facade Construction Sequencing More unusual design Interesting structure EBF system is cost efficient More conventional design Relatively simple box - structure Retractable roof/Glass facade costly A A E E C C FORESTPLAZA

7. A_First concept CORE VIEW DESIGN CONCEPT “AN OPEN AND FRIENDLY SPACE WHERE PEOPLE CAN INTERACT” FOREST

8. PLAN N Technical support Large classrooms Computer room Mechanical room Storage Restrooms Auditorium BASEMENT FLOOR PLAN

9. PLAN Seminar rooms Small classrooms Large classrooms Restrooms N FIRST FLOOR PLAN

10. Faculty office Student office Instructional lab Seminar rooms Small classrooms Storage Restrooms N SECOND FLOOR PLAN

11. THIRD FLOOR PLAN N Chair’s office Faculty lounge Secretaries ADM offices Faculty office Restrooms THIRD FLOOR PLAN

12. A A BB C C SECTIONS SECTION CC SECTION BB N SECTION CC SECTIONS SECTION AA

13. NORTH FACADE 3-D FACADES SOUTH FACADE EAST FACADE WEST FACADE

14. LOUVER DETAIL VERTICAL / HORIZONTAL LOUVERSGLASS SECTION

15. EVALUATION

16. Structural System (general) STRUCTURAL SYSTEM HEB 260 HEB 340 180x180x10 [mm] HEB 240 Concrete Walls: 30cm All members: Grade 50 steel

17. Gravity System (1) GRAVITY SYSTEM HEB 340 10,16m 30,48m HEA 220 HEB 300

18. Gravity System (2) GRAVITY SYSTEM Concrete Walls: 30cm HEB 240 O 457x10 [mm] Q 180x10 [mm]

19. Moments MOMENT DIAGRAM 780 kNm 480 kNm 150 kNm Moments My (design) according to the ASCE Standard including: 1.2D + 1.0E + 0.5L + 0.2S

20. Connection Details CONNECTION DETAILS 250 kN 150 kN Screws: M20, 5.6

21. Lateral System LATERAL SYSTEM Symmetrical Lateral System

22. Foundation FOUNDATION Ground Plate: 40cm

23. Earthquake Deformation EARTHQUAKE-DEFORMATION Maximum Deformation: 2.8cm

24. Staircases STAIRCASE Structural System of the Staircase 1,80m 2,50m Max. 9 mm Frequency: 10,6 Hz Max. 560 mm Frequency: 1,25 Hz 400x60x10 [mm] 1800x200x10 [mm]

25. Staircase_MomentResistingGirderConstr. STAIRCASE LOCATION HEB300

26. Detail of StaircaseConnection STAIRCASE CONNECTION DETAILS Moment: 58,4 kN Shear: 30,9 kN N= +/- 315 kNLever arm: 19cm Screws: M22, 8.8 pre-tensioned

27. Roof Construction ROOF DETAIL

28. Roof Constr. Detail STRUCTURAL SYSTEM CONNECTION DETAIL Q120x4.5mm Q100x4.0mm Q60x4.0mm

29. AEC-Facade Girder STRUCTURAL TRUSS ITERATION ` AE C Framework Truss in the Main Facade Use joists (cost) Gravity deformations are too big Use 4 cables to hold each joist up Cables are too expensive, no benefit compared to 3D-Truss 3D-Truss satisfies load requirements

30. Existing Buildings Site Access (Fulton) Project Office Material Laydown & Storage Building Perimeter Site Perimeter Crane Site Plan Fulton street

31. Materials and Methods EXTERIOR FACADE: Hollow-Core Concrete Panels Glass/Louver Curtain Wall System SUPERSTRUCTURE: Steel Moment Frame Cast-in-Place Composite Concrete/Steel Floor System FOUNDATION: Poured Reinforced Concrete Mat Slab w/ 4 Interior Column Footings EXCAVATION: 18’ Hard Strata

32. Construction Method Pros/Cons

33. Schedule Start: 9/20/2015 – End: 7/7/2016 Schedule Duration = 9 months MILESTONE #3: 9/30/16 – Move-In MILESTONE #1: 3/01/16 – Foundation Complete MILESTONE #2: 5/10/16 – Shell Complete

34. Cost Total: $5,423,956 Per Square Foot: $164.4

35. MEP/Life-Cycle Cost

36. 4-D Model

37. FINAL PRESENTATION FISHBOWL #2 WINTER Q. PRESENTATION FISHBOWL #1 KICK - OFF TEAM INTERACTION / OUTPUT Apprentice

38. - Great learning experience ADVANTAGES - Software solutions - Kick off - Other disciplines - Different ways of working - Other cultures - Good mix between disciplinary, bi- disciplinary and multi disciplinary work

39. ADVANTAGES (ctd.) - Group space

40. ADVANTAGES (ctd.) - Group space - Very effective - Easy access - Expandable - Granularity - Inventory file

41. - Information Gathering PROBLEMS / DIFFICULTIES - Information Technology - Geography

42. The discussion forum should be used more often We should announce team-meetings (with all the members) once a week The notification mechanism should be improved Discussing with everybody (other disciplines) brings an improved learning experience Importance of knowing if an email, attachment arrived and was useful Process Improvement The discussion forum should be used more often Heavy initial use of discussion forum was lessened for a reliance on Email. We should announce team-meetings (with all the members) once a week Discussion with everyone (other disciplines) brings an improved learning experience. The notification mechanism should be improved Importance of knowing if an email, attachment arrived and was useful.

43. THANK YOU Thank yous All the mentors of the AEC program Humberto Cavallin \ Architect Robert Alvarado \ Architect Daniel Gonzales Dr. Greg Luth \ Prof. Frank Werner \ Prof. Juergen Ruth ECW Weimar \ BGS Ingenieursozietaet Weimar \ Infograph Software Solutions THANKS TO: