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DäMASK Engineering Apartment ComplexCivil Engineering Capstone Design Project
Site Location DäMASKEngineering
Overview DäMASKEngineering Contents Plan Load Analysis Load Design Foundation Traffic Parking
Plan DäMASKEngineering ,[object Object],1-2 occupants ,[object Object],Gym Laundry Conference Rooms ,[object Object]
 Balcony -  60ft x 8ft
 Typical Apartment - 900ft2
 Entire complex ~ 29,000ft2
Target Group: Middle-high income young professional ,[object Object],[object Object]
DäMASKEngineering RISA 3D DeflectionsDue to Wind and Earthquake Loads
Connections and Member Sizes DäMASKEngineering HSS9X9X5/16 Clip Angles 6X4X3/8X0-9 6 A325x 3/4in bolts
Foundation Design: Soil Profile DäMASKEngineering Soil underneath the site mainly consists of loose sand and loose silty clay. Shale bedrock exists at approximately 60 – 70 ft. below the surface.
DäMASKEngineering Foundation Design Shallow spread footing foundation system resulted in large settlements and therefore was not economical. Final Design: Pile Foundation System with Steel H-Piles driven directly into the bedrock with a reinforced concrete pile cap. HP 14x177 Piles arranged in 4x7 grid  Material: A572 Grade 50 Steel
Foundation Design: Plan View DäMASKEngineering HP 14x177
DäMASKEngineering Foundation
Transportation - SynchroP.M. Peak Hour Traffic Volumes and LOS Before After Construction
Parking DäMASKEngineering
DäMASKEngineering Parking
DäMASKEngineering Applied Brick Plaster/Stucco Precast Concrete Cinder Blocks Applied Stone Exterior Materials
DäMASKEngineering Entrance

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Civil Engineering Capstone - Apartment Complex

Editor's Notes

  1. Minimal Influence from the construction of the apartment complexLOS B or better