Larrison Pavilion Deming Park Terre Haute Indiana Team Introduction Martin Brenny Project Engineer Shawn Smith Client Liaison Mike Thompson Project Editor Jon Hawkins Project Manager Overview Project Description Design Requirements Project Approach Progress to Date Future Direction Project Description 5820 sq ft Partially Demolished Demolish Rebuild Design Requirements 150 Person Capacity Banquet Room Stage Storage Restrooms Lobby Camps Gatherings Receptions Aesthetically Pleasing Project Approach Codes Regulations Site Assessment Soil Analysis Decision Matrices Foundation Design Structural Design Transportation Progress to Date Codes Regulations 2000 International Building Code Assembly Level A 2 15 sq ft for each occupant 7 ft minimum ceiling height 1 exit for each 50 occupants Patio Requirements Progress to Date Codes Regulations Foundation Design Geotechnical Engineering Foundation Engineering Structural Design American Institute of Steel Construction AISC American Concrete Institute ACI Allowable Stress Design ASD Soil Testing American Standard of Testing Methods ASTM LEED Progress to Date Site Assessment Site of Existing Pavilio Location of Tree New Building Sit Progress to Date Utilities and Soil Analysis Location of Utilities Soil Analysis Dynamic Cone Standard Penetration Test Bearing Capacity of Soil Progress to Date Soil Analysis Progress to Date Soil Analysis Soil Analysis Soil Sample Grain Size Analysis Direct Shear Test Friction Angle Loose 38 8 Dense 42 7 Progress to Date Traffic Access and Egress Add access from road in rear of pavilion Parking 150 people 40 50 spaces currently Propose terraced parking lot Progress to Date Proposed Design Two Section Floor Plan Sloping Roof Outdoor Patio Area Retaining Walls Progress to Date The Decision Matrix Use to evaluate Process best structural material Cost Aesthetics Environmental Impact Maintenance Progress to Date The Decision Matrix Results Progress to Date Structural Framing Concrete Foundation Steel Columns Timber Roof Framing Future Direction Structural Analysis Strength and Size of Columns and Beams Preliminary connection design Multiple types of structural materials Aesthetics Costs Future Direction Foundation Design Density friction angle comp strength Finalize Architectural Design Material Selection w aid from Mr Arnold Structural Design Applied Loads Future Direction Paving Materials Minimal Pervious Area Runoff control Construction Increase in Impervious Area Terrain Landscaping Aesthetics to the park Schedule of Work Oct Site Assessment Existing Situations Codes Regulations Design Alternatives Assess of Design Alt Design Cost Analysis Nov Dec Feb Jan Mar May Apr Summary Project Description Design Requirements Project Approach Progress to Date Future Direction Schedule of Work
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