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Premium member Presentation Transcript Slide 1: Presentation by Aztec Engineering Greg Favereaux Vu Nguyen Ivan Castro Marcus Albitre Nick Graziano San Diego State University Capstone Design ProjectScope and Purpose: The goal of our project is to design an ecologically green building to meet the requirements of the Civil, Construction and Environmental Engineering Departments for the next 20 years. Named Tonatiuh, the Nahuatl word for “Sun”, this ecologically friendly project that will provide San Diego State University with a 59,000 square foot Engineering Building that will be a jewel in the CSU engineering program, consisting of cutting edge classrooms and laboratories that will advance SDSU’s research goals while providing future engineers with a top quality education for decades to come. : Scope and Purpose : The goal of our project is to design an ecologically green building to meet the requirements of the Civil, Construction and Environmental Engineering Departments for the next 20 years. Named Tonatiuh , the Nahuatl word for “Sun”, this ecologically friendly project that will provide San Diego State University with a 59,000 square foot Engineering Building that will be a jewel in the CSU engineering program, consisting of cutting edge classrooms and laboratories that will advance SDSU’s research goals while providing future engineers with a top quality education for decades to come. TonatiuhSite Selection: Site Selection Four locations were considered for the placement of the building: Current Engineering Building Location A-LOT W-LOT X-LOTProposed Location X-LOT: Proposed Location X-LOT X-Lot is the best compromise of all sites. There is more than ample space to meet the needs of the CIVE, CONE & ENVE for the next 20years. It has the least impact on the environment and displaces the least amount of parking, from the least used lot.BUILDING SPECIFICATIONS: BUILDING SPECIFICATIONS Total Building Size : 59,000 sqft Classroom Space : 32,000 sqft Laboratory Space : 20,000 sqft Office Space : 2,400 sqft Student Balcony : 2,750 sqftGreen Elements: Green Elements Over 200 solar panels will generate 30,000W of electricity. A fiber optic lighting system to provide 3,000W of natural lighting. A length to width ratio of 1.7 for sunlight penetration and natural ventilation. A 340 cfs rainwater catchment tank to be used for flush toilets and irrigation Steel Frame consists of 25% recycled material. View from peak near X-LOT Adobe FallsSlide 7: Vu Nguyen Geotechnical Analysis And Foundation DesignCone Penetration Test (CPT) Locations: Cone Penetration Test (CPT) Locations Total of 10 CPT’s Footprint for Tonatiuh = 20,000 sq ft. Location: SDSU X-LotData from CPT: Data from CPTSlide 10: Soil Layer Thickness (ft) Soil Type 1 1.6 Sandy Silt 2 8.2 Silty Clay 3 1.6 Silty Clay 4 3.3 Sand 5 14.8 Sand 6 4.9 Sand 7 9 Sandy Silt 8 4.1 Silty Sand 9 4.9 Clayey Silt 10 3.3 Sand 11 3.3 Silty Sand 12 4.9 Sand 13 3.3 Sand Soil PropertiesSlide 11: Shallow Foundation Deep Foundation Which foundation???Shallow Foundation: Shallow Foundation The two main reasons: Lower cost. Faster to construct. Overall shallow foundations could not be implemented for Tonatiuh. The Issue: Load ranges: from 50 kips – 1,450 kipsDeep Foundation: Deep Foundation Type: Drilled reinforced concrete piles. 20 columns total. Diameter ranging from 2-3.5ft. Depths of 35ft and 45ft Factor of safety (FS) FS > 2.5Slide 14: Ivan Castro Structural Engineering Analysis and DesignDESIGN STIPULATIONS: DESIGN STIPULATIONS Design Criteria CBC 2010 ASCE 7-05 Gravity Load Resisting System Dead and Live Loads Enercalc Lateral Force Resisting System Seismic and Wind SAP2000 AnalysisPOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Gravity Force Resisting System Wood framing Masonry / Reinforced ConcretePOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Structural Steel Ductility provides excellent seismic performance Virtually fireproof Simple framing designPOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Lateral Force Resisting System Vertical Mechanisms Shear walls Moment / Braced Frames Horizontal Mechanisms DiaphragmsCHALLENGES: CHALLENGES Gravity Force Resisting System Wood Framing Masonry / Reinforced Concrete Structural Steel FramingCHALLENGES: CHALLENGES Lateral Force Resisting System Bracing between columns Moment frames Reinforced Concrete FramesFINAL SOLUTION: FINAL SOLUTION Gravity Force Resisting System Steel Skeleton Framing LWC over Steel DeckFINAL SOLUTION: FINAL SOLUTION Lateral Force Resisting System Vertical Mechanism Reinforced Concrete Shear Walls Horizontal Mechanism LWC over corrugated steel deckANALYSIS: ANALYSIS Seismic San Diego: Zone 4 Story Drift: 3.5” Limit for story drift: 3.6” Base Shear: 776.53 kips Wind Design Speed: 70 mph Base Shear: 2.7 kipsMarcus Albitre: Marcus Albitre Construction Engineer Site plan Equipment Selection Construction ScheduleSite Plan: Site PlanCrane Selection: Crane Selection Grove GMK5275 275 Ton CraneSteel Erection Sequence: Steel Erection SequenceConstruction Sequence: Construction SequenceConstruction Sequence: Construction SequenceProject Closeout : Project Closeout Project Duration 10 Months Notice to Proceed June 1 st 2012Nick Graziano: Nick Graziano Construction Engineer Building Specs Sustainability Triple Bottom LineBuilding Specifications: Building Specifications Total building Cost: $15,000,000 4,000 sqft of Curtain Wall Labs Include: Fluids Lab Computational Hydraulics Lab Concrete Materials Lab General Soils Lab Soils Erosion Lab 2 Structures Labs Environmental Lab Composting Lab CAD Lab General Computer Lab 3000 sqft Lecture Hall seats 300 Over 40 projection screens 3000 sqft Student BalconySustainability: Sustainability Sustainability - “Capacity to endure” Triple Bottom Line - People Planet ProfitTriple Bottom Line: Triple Bottom Line People : How will this project affect our neighbors in addition to benefitting the San Diego State student body? Site chosen with neighbors in mind Landmark for SDSU and San Diego Source of pride for Engineering studentsTriple Bottom Line: Triple Bottom Line Profit : How will it profit SDSU and local economy? Increased pride = improved recruiting More students in labs = increased research More research = increased grant revenue More college graduates = greater tax income for the stateTriple Bottom Line: Triple Bottom Line Planet: What type of “environmental footprint” will we leave behind? Green aspects introduced = reduced emissions and cost savings Reduces flood impact of Mission Valley Uses recycled water/energy Estimated building usage: 50 years You do not have the permission to view this presentation. In order to view it, please contact the author of the presentation.
SDSU Senior Design: Civil Engineering Building ivanrocksit Download Post to : URL : Related Presentations : Share Add to Flag Embed Email Send to Blogs and Networks Add to Channel Uploaded from authorPOINT lite 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: 210 Category: Education License: All Rights Reserved Like it (0) Dislike it (0) Added: May 03, 2011 This Presentation is Public Favorites: 1 Presentation Description No description available. Comments Posting comment... Premium member Presentation Transcript Slide 1: Presentation by Aztec Engineering Greg Favereaux Vu Nguyen Ivan Castro Marcus Albitre Nick Graziano San Diego State University Capstone Design ProjectScope and Purpose: The goal of our project is to design an ecologically green building to meet the requirements of the Civil, Construction and Environmental Engineering Departments for the next 20 years. Named Tonatiuh, the Nahuatl word for “Sun”, this ecologically friendly project that will provide San Diego State University with a 59,000 square foot Engineering Building that will be a jewel in the CSU engineering program, consisting of cutting edge classrooms and laboratories that will advance SDSU’s research goals while providing future engineers with a top quality education for decades to come. : Scope and Purpose : The goal of our project is to design an ecologically green building to meet the requirements of the Civil, Construction and Environmental Engineering Departments for the next 20 years. Named Tonatiuh , the Nahuatl word for “Sun”, this ecologically friendly project that will provide San Diego State University with a 59,000 square foot Engineering Building that will be a jewel in the CSU engineering program, consisting of cutting edge classrooms and laboratories that will advance SDSU’s research goals while providing future engineers with a top quality education for decades to come. TonatiuhSite Selection: Site Selection Four locations were considered for the placement of the building: Current Engineering Building Location A-LOT W-LOT X-LOTProposed Location X-LOT: Proposed Location X-LOT X-Lot is the best compromise of all sites. There is more than ample space to meet the needs of the CIVE, CONE & ENVE for the next 20years. It has the least impact on the environment and displaces the least amount of parking, from the least used lot.BUILDING SPECIFICATIONS: BUILDING SPECIFICATIONS Total Building Size : 59,000 sqft Classroom Space : 32,000 sqft Laboratory Space : 20,000 sqft Office Space : 2,400 sqft Student Balcony : 2,750 sqftGreen Elements: Green Elements Over 200 solar panels will generate 30,000W of electricity. A fiber optic lighting system to provide 3,000W of natural lighting. A length to width ratio of 1.7 for sunlight penetration and natural ventilation. A 340 cfs rainwater catchment tank to be used for flush toilets and irrigation Steel Frame consists of 25% recycled material. View from peak near X-LOT Adobe FallsSlide 7: Vu Nguyen Geotechnical Analysis And Foundation DesignCone Penetration Test (CPT) Locations: Cone Penetration Test (CPT) Locations Total of 10 CPT’s Footprint for Tonatiuh = 20,000 sq ft. Location: SDSU X-LotData from CPT: Data from CPTSlide 10: Soil Layer Thickness (ft) Soil Type 1 1.6 Sandy Silt 2 8.2 Silty Clay 3 1.6 Silty Clay 4 3.3 Sand 5 14.8 Sand 6 4.9 Sand 7 9 Sandy Silt 8 4.1 Silty Sand 9 4.9 Clayey Silt 10 3.3 Sand 11 3.3 Silty Sand 12 4.9 Sand 13 3.3 Sand Soil PropertiesSlide 11: Shallow Foundation Deep Foundation Which foundation???Shallow Foundation: Shallow Foundation The two main reasons: Lower cost. Faster to construct. Overall shallow foundations could not be implemented for Tonatiuh. The Issue: Load ranges: from 50 kips – 1,450 kipsDeep Foundation: Deep Foundation Type: Drilled reinforced concrete piles. 20 columns total. Diameter ranging from 2-3.5ft. Depths of 35ft and 45ft Factor of safety (FS) FS > 2.5Slide 14: Ivan Castro Structural Engineering Analysis and DesignDESIGN STIPULATIONS: DESIGN STIPULATIONS Design Criteria CBC 2010 ASCE 7-05 Gravity Load Resisting System Dead and Live Loads Enercalc Lateral Force Resisting System Seismic and Wind SAP2000 AnalysisPOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Gravity Force Resisting System Wood framing Masonry / Reinforced ConcretePOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Structural Steel Ductility provides excellent seismic performance Virtually fireproof Simple framing designPOSSIBLE SOLUTIONS: POSSIBLE SOLUTIONS Lateral Force Resisting System Vertical Mechanisms Shear walls Moment / Braced Frames Horizontal Mechanisms DiaphragmsCHALLENGES: CHALLENGES Gravity Force Resisting System Wood Framing Masonry / Reinforced Concrete Structural Steel FramingCHALLENGES: CHALLENGES Lateral Force Resisting System Bracing between columns Moment frames Reinforced Concrete FramesFINAL SOLUTION: FINAL SOLUTION Gravity Force Resisting System Steel Skeleton Framing LWC over Steel DeckFINAL SOLUTION: FINAL SOLUTION Lateral Force Resisting System Vertical Mechanism Reinforced Concrete Shear Walls Horizontal Mechanism LWC over corrugated steel deckANALYSIS: ANALYSIS Seismic San Diego: Zone 4 Story Drift: 3.5” Limit for story drift: 3.6” Base Shear: 776.53 kips Wind Design Speed: 70 mph Base Shear: 2.7 kipsMarcus Albitre: Marcus Albitre Construction Engineer Site plan Equipment Selection Construction ScheduleSite Plan: Site PlanCrane Selection: Crane Selection Grove GMK5275 275 Ton CraneSteel Erection Sequence: Steel Erection SequenceConstruction Sequence: Construction SequenceConstruction Sequence: Construction SequenceProject Closeout : Project Closeout Project Duration 10 Months Notice to Proceed June 1 st 2012Nick Graziano: Nick Graziano Construction Engineer Building Specs Sustainability Triple Bottom LineBuilding Specifications: Building Specifications Total building Cost: $15,000,000 4,000 sqft of Curtain Wall Labs Include: Fluids Lab Computational Hydraulics Lab Concrete Materials Lab General Soils Lab Soils Erosion Lab 2 Structures Labs Environmental Lab Composting Lab CAD Lab General Computer Lab 3000 sqft Lecture Hall seats 300 Over 40 projection screens 3000 sqft Student BalconySustainability: Sustainability Sustainability - “Capacity to endure” Triple Bottom Line - People Planet ProfitTriple Bottom Line: Triple Bottom Line People : How will this project affect our neighbors in addition to benefitting the San Diego State student body? Site chosen with neighbors in mind Landmark for SDSU and San Diego Source of pride for Engineering studentsTriple Bottom Line: Triple Bottom Line Profit : How will it profit SDSU and local economy? Increased pride = improved recruiting More students in labs = increased research More research = increased grant revenue More college graduates = greater tax income for the stateTriple Bottom Line: Triple Bottom Line Planet: What type of “environmental footprint” will we leave behind? Green aspects introduced = reduced emissions and cost savings Reduces flood impact of Mission Valley Uses recycled water/energy Estimated building usage: 50 years