logging in or signing up Bay Final Haggrid Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 112 Category: Entertainment License: All Rights Reserved Like it (1) Dislike it (0) Added: October 30, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Slide1: Final Presentation of Bay Engineer Yang, Yao-Hung Construction Manager David Walthall Architect Cindy ChanProject Introduction: Project Introduction Engineer School of the Bay University in San Francisco 3-story building with a total of 30,000 sq. ft Provided innovative facilities with access to Internet and Telecommunication Site Constrain: Site Constrain Earthquake Zone Humidity Control -Sea Fog Heating/Cooling Degree ( 1921/23 below 65 o F) Architectural Constraint: Architectural Constraint 30’ height limit Maintain the existing footprint, circulation and transportation routeSan Francisco State University: San Francisco State UniversitySpine Project: Spine Project Information Resource Center Act of Recording, Analyzing, and Storing located at the spine area Curve Project: Curve Project The curve generates the movement physically, visually, and conceptually Slide8: CURVE Core +Steel MRF and lightweight concrete slab and steel deck SPINE Core + Brace+ Steel SMRF Structure Alternatives Slide9: Structural Challenges Auditorium Cantilever Part Core wall Steel SMRF system Steel SMRF system Core wall Cantilever Auditorium Slide10: Moment connection Steel SMRF W24 resist two NS-EW seismic force W24x229 I-Beam W24x131 I-Beam Slide11: Core Wall Cast in place 10 inch core wall. Connect with gravity system C-shape core decreases torsion moment Share the vertical loadingSlide12: Cantilever Sap Modeling 10ft span Sap Modeling 20ft Moment ConnectionAuditorium: Auditorium Add balcony to increase seats Modeling Curve with SAP 2000 : Modeling Curve with SAP 2000 Foundation: – Water table - 16-20’ Soil Friction angle - 20 Cohesion - 250 lb/Ft2 Foundation Df square=4' (Depth under the soil) Bsquare=3.6' (Width of the footing) Dthick=1' (thickness of the footing) 4X4 spread footingEvaluation: Evaluation Pro A: Clear conceptual approach E: Uniform structural system C: Large amount of repetition, symmetry Con A: Exceeding height limit, form is too rigid E: Eccentric moment issue C: Large amount of glass structure Pro A: Multi spatial movement E: Simple gravity system C: Re-assembly of materials Con A: Lack of informal social space E: Complicated concrete beams C: Non-Uniform beam Vision of the Engineering Building: Vision of the Engineering Building Encourage informal social interaction between faculty and student Ecological and Climate Responsive design to maximize building life cycle, increase user comfort and save energy costSlide18: 1st Floor Main Entrance 2nd Entrance Parking2nd Floor: 2nd FloorSlide21: Open Student Discussion Space Cantilever Structure 2nd Floor Balcony Basement: BasementSlide23: Section Faculty Office S. Class Room Comp. Lab AuditoriumInteraction- Auditorium: Interaction- Auditorium A - 40’ span E – Curve wall and 2 columns inside the auditorium provide structural stability A – Column space become aisle. Idea: Balcony floor A+Mentor Circulation Security Issues A+E+C Structural Supports MEP LocationAuditorium - circulation: Auditorium - circulationRoofing: Roofing PV Modules – Photo Wall PV 750-80 + Power Guard Structural system Daylight: North facing roof monitor with clear glass panel Energy: Photovoltaic panels facing south Natural ventilation: Operable glass panelHVAC: HVAC Minimize AC Controlled AC zone, Bring in outside cool air Thermal Mass Curve and West wall are Built by mass concrete wall to Natural Ventilation Between Floor slab Large open Window Layout: Layout Crane Radius Site Slide29: Total length of project = 8.5 months Most Congested Concrete work done4D Construction Sequence: Sept Oct Nov Dec Jan 4D Construction SequenceBudget Factors: Budget Factors San Francisco area factor of 124% Inflation of 2.5 – 3 % Translates into a 5.5 million dollar donation in 2015 being worth 3.2 million dollars in 2001Budget: BudgetBudget: Budget Access flooring Electrical Mechanical Fire Protection PlumbingProjected Savings: Average Educational building consumes: 575.3 kWh/day 104 PV Panels generate 332.4 kWh/day At $0.12 per kWh, building saves $958.47 per day $349,839.86 per year Projected SavingsSlide35: Computer Integrated A/E/C Take advantage from web based technologies MSN NetMeeting Email Discussion Forums (PBL) Group web space (PBL) Slide36: Group Assessment Collaborative Successes Strong integration of structure and architecture on design stage Friendly relationship Systematically achieve project requirement through interactive design process Collaborative Inadequacies Need to have more portions of product model shared Time ControlSlide37: Lessons learned Through sharing 3D models Save time and increases efficiency Easily to figure out and solve conflictions Everyone should use compatible technology Formatting correct communication protocols Understand what other discipline needs Properly propose what you need Take necessary courses neededSlide38: Thank you.. 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Bay Final Haggrid Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINTLite Insert YouTube videos in PowerPont slides with aS Desktop Copy embed code: (To copy code, click on the text box) Embed: URL: Thumbnail: WordPress Embed Customize Embed The presentation is successfully added In Your Favorites. Views: 112 Category: Entertainment License: All Rights Reserved Like it (1) Dislike it (0) Added: October 30, 2007 This Presentation is Public Favorites: 0 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Slide1: Final Presentation of Bay Engineer Yang, Yao-Hung Construction Manager David Walthall Architect Cindy ChanProject Introduction: Project Introduction Engineer School of the Bay University in San Francisco 3-story building with a total of 30,000 sq. ft Provided innovative facilities with access to Internet and Telecommunication Site Constrain: Site Constrain Earthquake Zone Humidity Control -Sea Fog Heating/Cooling Degree ( 1921/23 below 65 o F) Architectural Constraint: Architectural Constraint 30’ height limit Maintain the existing footprint, circulation and transportation routeSan Francisco State University: San Francisco State UniversitySpine Project: Spine Project Information Resource Center Act of Recording, Analyzing, and Storing located at the spine area Curve Project: Curve Project The curve generates the movement physically, visually, and conceptually Slide8: CURVE Core +Steel MRF and lightweight concrete slab and steel deck SPINE Core + Brace+ Steel SMRF Structure Alternatives Slide9: Structural Challenges Auditorium Cantilever Part Core wall Steel SMRF system Steel SMRF system Core wall Cantilever Auditorium Slide10: Moment connection Steel SMRF W24 resist two NS-EW seismic force W24x229 I-Beam W24x131 I-Beam Slide11: Core Wall Cast in place 10 inch core wall. Connect with gravity system C-shape core decreases torsion moment Share the vertical loadingSlide12: Cantilever Sap Modeling 10ft span Sap Modeling 20ft Moment ConnectionAuditorium: Auditorium Add balcony to increase seats Modeling Curve with SAP 2000 : Modeling Curve with SAP 2000 Foundation: – Water table - 16-20’ Soil Friction angle - 20 Cohesion - 250 lb/Ft2 Foundation Df square=4' (Depth under the soil) Bsquare=3.6' (Width of the footing) Dthick=1' (thickness of the footing) 4X4 spread footingEvaluation: Evaluation Pro A: Clear conceptual approach E: Uniform structural system C: Large amount of repetition, symmetry Con A: Exceeding height limit, form is too rigid E: Eccentric moment issue C: Large amount of glass structure Pro A: Multi spatial movement E: Simple gravity system C: Re-assembly of materials Con A: Lack of informal social space E: Complicated concrete beams C: Non-Uniform beam Vision of the Engineering Building: Vision of the Engineering Building Encourage informal social interaction between faculty and student Ecological and Climate Responsive design to maximize building life cycle, increase user comfort and save energy costSlide18: 1st Floor Main Entrance 2nd Entrance Parking2nd Floor: 2nd FloorSlide21: Open Student Discussion Space Cantilever Structure 2nd Floor Balcony Basement: BasementSlide23: Section Faculty Office S. Class Room Comp. Lab AuditoriumInteraction- Auditorium: Interaction- Auditorium A - 40’ span E – Curve wall and 2 columns inside the auditorium provide structural stability A – Column space become aisle. Idea: Balcony floor A+Mentor Circulation Security Issues A+E+C Structural Supports MEP LocationAuditorium - circulation: Auditorium - circulationRoofing: Roofing PV Modules – Photo Wall PV 750-80 + Power Guard Structural system Daylight: North facing roof monitor with clear glass panel Energy: Photovoltaic panels facing south Natural ventilation: Operable glass panelHVAC: HVAC Minimize AC Controlled AC zone, Bring in outside cool air Thermal Mass Curve and West wall are Built by mass concrete wall to Natural Ventilation Between Floor slab Large open Window Layout: Layout Crane Radius Site Slide29: Total length of project = 8.5 months Most Congested Concrete work done4D Construction Sequence: Sept Oct Nov Dec Jan 4D Construction SequenceBudget Factors: Budget Factors San Francisco area factor of 124% Inflation of 2.5 – 3 % Translates into a 5.5 million dollar donation in 2015 being worth 3.2 million dollars in 2001Budget: BudgetBudget: Budget Access flooring Electrical Mechanical Fire Protection PlumbingProjected Savings: Average Educational building consumes: 575.3 kWh/day 104 PV Panels generate 332.4 kWh/day At $0.12 per kWh, building saves $958.47 per day $349,839.86 per year Projected SavingsSlide35: Computer Integrated A/E/C Take advantage from web based technologies MSN NetMeeting Email Discussion Forums (PBL) Group web space (PBL) Slide36: Group Assessment Collaborative Successes Strong integration of structure and architecture on design stage Friendly relationship Systematically achieve project requirement through interactive design process Collaborative Inadequacies Need to have more portions of product model shared Time ControlSlide37: Lessons learned Through sharing 3D models Save time and increases efficiency Easily to figure out and solve conflictions Everyone should use compatible technology Formatting correct communication protocols Understand what other discipline needs Properly propose what you need Take necessary courses neededSlide38: Thank you.. Mentors