1. Larrison Pavilion Deming Park Terre Haute, Indiana

2. Team Introduction Martin Brenny – Project Editor Martin Brenny – Project Editor Shawn Smith – Client Liaison Shawn Smith – Client Liaison Mike Thompson – Project Manager Mike Thompson – Project Manager Jon Hawkins – Project Engineer Jon Hawkins – Project Engineer

3. Overview Project Description Project Description Design Requirements Design Requirements Project Approach Project Approach Final Design Solution Final Design Solution Cost Analysis Cost Analysis

4. Project Description 5820 sq. ft. 5820 sq. ft. Partially Demolished Partially Demolished Demolish & Rebuild Demolish & Rebuild

5. Design Requirements 150 Person Capacity 150 Person Capacity Banquet Room Banquet Room Stage, Kitchen Stage, Kitchen Restrooms Restrooms Office Office Lobby Lobby Camps, Gatherings, Receptions Camps, Gatherings, Receptions Aesthetically Pleasing Aesthetically Pleasing

6. Project Approach Codes & Regulations Codes & Regulations Site Assessment Site Assessment Soil Analysis Soil Analysis Decision Matrices Decision Matrices Floor Plan Floor Plan Foundation Design Foundation Design Structural Design Structural Design Hydrology Analysis Hydrology Analysis Transportation Transportation

7. Site Design Existing building Position of trees Proposed pavilion Final Design Solution

8. Subsurface Investigation Soil samples Soil samples Dynamic cone Dynamic cone Friction angle Friction angle Bearing capacity Bearing capacity Final Design Solution

9. Grading and Drainage Plan

10. Foundation Floor plan Floor plan Strip footing Strip footing Spread footing Spread footing Slab on grade Slab on grade Superstructure Superstructure Final Design Solution

11. Access Access roads Access roads Add access from road to rear of pavilion Add access from road to rear of pavilion Parking Parking Final Design Solution

12. Architecture Cedar Shake Roof Stone Facade Natural MaterialsSloping RoofTwo-Section Floor Plan Entrance and Lobby Main Banquet Hall

13. Floor Plan

14. Floor Plan Individual Elements Lobby/Main Entry Lobby/Main Entry Restrooms Restrooms Kitchen Kitchen Storage Storage Office Office Patio Patio Main Banquet Hall Main Banquet Hall

15. Final Design Solution The Decision Matrix Process Use to evaluate best structural material  Cost  Aesthetics  Environmental Impact  Maintenance

16. Final Design Solution The Decision Matrix Results

17. Structural Design Structural Analysis Roof Design Columns Shear Wall

18. Structural Layout Diagonal MemberTruss Member Stringers

19. Structural Analysis Wind Snow Dead Roof live loads Stringers Transfer the Distributed Load to the Truss & Diagonal Members Vertical Loads Transferred to the Columns and Horizontal Loads transferred to the Shear Wall

20. Structural Analysis Distributed Wind load is transferred to the steel beams which act as drag beams for the shear wall

21. Member Selection Masonry : 8” x 16” x 12” w/ Type M mortar Masonry : 8” x 16” x 12” w/ Type M mortar Steel : Beams & Columns are W 10 x 33 Steel : Beams & Columns are W 10 x 33

22. LEED Rating New Construction New Construction Certified 26-32 points Certified 26-32 points Silver 33-38 points Silver 33-38 points 32 points 32 points Low-Emitting Materials Low-Emitting Materials Local Resources Local Resources Construction Practices Construction Practices

23. Cost Analysis ITEMCOST* Site Preparation$8,486 Footings/Slab$39,841 Masonry Walls$158,646 Roof$53,337 Windows/Doors$8,136 Flooring$27,919 Office$619 Plumbing/HVAC/Electrical$117,606 TOTAL$415,000 *R.S. Means, 2004

24. Summary Project Description Project Description Design Requirements Design Requirements Project Approach Project Approach Final Design Solution Final Design Solution Cost Analysis Cost Analysis