Larrison Pavilion Deming Park Terre Haute, Indiana

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

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

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

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

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

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

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

Grading and Drainage Plan

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

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

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

Floor Plan

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

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

Final Design Solution The Decision Matrix Results

Structural Design Structural Analysis Roof Design Columns Shear Wall

Structural Layout Diagonal MemberTruss Member Stringers

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

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

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

LEED Rating New Construction New Construction Certified points Certified points Silver points Silver points 32 points 32 points Low-Emitting Materials Low-Emitting Materials Local Resources Local Resources Construction Practices Construction Practices

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

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