430 likes | 513 Views
Introduction. BAY TEAM 2002. Angela Ribas. Architect:. UC Berkeley. Matthias Niebling. Engineer:. Bauhaus-University Weimar, Germany. Construction Manager:. Kevin Coyne. Stanford University. Product Manager:. Torsten Schluesselburg. FH Aargau, Switzerland. David Steinbach. Owner:.
E N D
Introduction BAY TEAM 2002 Angela Ribas Architect: UC Berkeley Matthias Niebling Engineer: Bauhaus-University Weimar, Germany Construction Manager: Kevin Coyne Stanford University Product Manager: Torsten Schluesselburg FH Aargau, Switzerland David Steinbach Owner: Weimar, Germany MEMBERS
BAY AREA / SAN FRANCISCO • UNIVERSITY OF SAN FRANCISCO • MAIN CAMPUS AT FULTON STREET • SURROUNDING: • GOLDEN GATE PARK • (HUGE GREEN AREA) • RESIDENTIAL NEIGHBORHOOD • HILL AREA CAMPUS LOCATION
GOLDEN GATE AVE. N FULTON STREET CAMPUS VIEW
N TEXTURES AREA ANALYSIS
N SITE PANORAMIC VIEW • FLAT GROUND • FACING FULTON STREET SITE MAP BUILDING LOCATION
FOREST PLAZA Matrix $5.9 Mil $6.8 Mil PROS: • Daylight / Green area inside A • More unusual design • Owners preference E • Large glass facade • Interesting structure C • Construction Sequencing • EBF system is cost efficient CONS: • Extended footprint A • More conventional design • Interesting structure and details • Relatively simple box - structure E • Retractable roof/Glass facade • Base Isolation System costly C costly DECISION MATRIX
A_First concept FOREST “AN OPEN AND FRIENDLY SPACE WHERE PEOPLE CAN INTERACT” CORE VIEW DESIGN CONCEPT
N Large classrooms Computer room Mechanical room Technical support Storage Restrooms Auditorium BASEMENT FLOOR PLAN PLAN
N Seminar rooms Small classrooms Large classrooms Restrooms FIRST FLOOR PLAN PLAN
N Faculty office Student office Instructional lab Seminar rooms Small classrooms Storage Restrooms SECOND FLOOR PLAN
N Chair’soffice Faculty lounge Secretaries ADM offices Faculty office Restrooms THIRD FLOOR THIRD FLOOR PLAN PLAN
N C B B A A C SECTION AA SECTION BB SECTION CC SECTIONS SECTIONS SECTION CC
SOUTH FACADE NORTH FACADE EAST FACADE WEST FACADE 3-D FACADES
LOUVERS GLASS SECTION VERTICAL / HORIZONTAL LOUVER DETAIL
EVALUATION EVALUATION
Structural System (general) All members: Grade 50 steel 180x180x10 [mm] HEB 340 HEB 260 HEB 240 Concrete Walls: 30cm STRUCTURAL SYSTEM
Gravity System (1) HEA 220 HEB 300 HEB 340 10,16m 10,16m 30,48m 10,16m GRAVITY SYSTEM
Gravity System (2) Concrete Walls: 30cm Q 180x10 [mm] HEB 240 O 457x10 [mm] GRAVITY SYSTEM
Moments 780kNm 480 kNm 150 kNm Moments My (design) according to the ASCE Standard including: 1.2D + 1.0E + 0.5L + 0.2S MOMENT DIAGRAM
Connection Details 250 kN 150 kN Screws: M20, 5.6 CONNECTION DETAILS
Lateral System Symmetrical Lateral System LATERAL SYSTEM
Foundation Ground Plate: 40cm FOUNDATION
Earthquake Deformation Maximum Deformation: 2.8cm EARTHQUAKE-DEFORMATION
Staircases 1,80m Max. 560 mm Frequency: 1,25 Hz 400x60x10 [mm] Max. 9 mm 1,80m 1800x200x10 [mm] 2,50m Frequency: 10,6 Hz Structural System of the Staircase STAIRCASE
Staircase_MomentResistingGirderConstr. HEB300 HEB300 STAIRCASE LOCATION
Detail of StaircaseConnection Screws: M22, 8.8 pre-tensioned Moment: 58,4 kN Lever arm: 19cm N= +/- 315 kN Shear: 30,9 kN STAIRCASE CONNECTION DETAILS
Roof Construction ROOF DETAIL
Roof Constr. Detail Q120x4.5mm Q60x4.0mm Q100x4.0mm STRUCTURAL SYSTEM CONNECTION DETAIL
AEC-Facade Girder 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 A E C ` Framework Truss in the Main Facade STRUCTURAL TRUSS ITERATION
Existing Buildings Site Access (Fulton) Project Office Fulton street Material Laydown & Storage Crane Building Perimeter Site Perimeter Site Plan
SUPERSTRUCTURE: • Steel Moment Frame • Cast-in-Place Composite • Concrete/Steel Floor System • EXCAVATION: • 18’ Hard Strata • EXTERIOR FACADE: • Hollow-Core Concrete Panels • Glass/Louver Curtain • Wall System • FOUNDATION: • Poured Reinforced Concrete Mat Slab w/ 4 Interior Column Footings Materials and Methods
Schedule Duration = 9 months Start: 9/20/2015 – End: 7/7/2016 MILESTONE #1: 3/01/16 – Foundation Complete MILESTONE #2: 5/10/16 – Shell Complete MILESTONE #3: 9/30/16 – Move-In Schedule
Total:$5,423,956 Per Square Foot:$164.4 Cost
Apprentice FINAL PRESENTATION WINTER Q. PRESENTATION KICK - OFF FISHBOWL #2 FISHBOWL #1 TEAM INTERACTION / OUTPUT
Great learning experience - Other cultures - Different ways of working - Other disciplines - Kick off • Software solutions • Good mix between disciplinary, bi- disciplinary and • multi disciplinary work ADVANTAGES
Group space ADVANTAGES (ctd.)
Group space - Very effective - Easy access - Expandable - Granularity - Inventory file ADVANTAGES (ctd.)
Information Gathering • Information Technology • Geography PROBLEMS / DIFFICULTIES
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. The discussion forum should be used more often We should announce team-meetings (with all the members) once a week Discussing with everybody (other disciplines) brings an improved learning experience The notification mechanism should be improved Importance of knowing if an email, attachment arrived and was useful Process Improvement
Thank yous THANKS TO: • 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 THANK YOU