Larrison PavilionLarrison PavilionDeming ParkDeming ParkTerre Haute, IndianaTerre Haute, Indiana

Team IntroductionTeam Introduction

Martin Brenny – Project Martin Brenny – Project EditorEditor

Shawn Smith – Client LiaisonShawn Smith – Client Liaison Mike Thompson – Project Mike Thompson – Project

ManagerManager Jon Hawkins – Project Jon Hawkins – Project

EngineerEngineer

OverviewOverview Project Project

DescriptionDescription Design Design

Requirements Requirements Project Project

ApproachApproach Final Design Final Design

SolutionSolution Cost AnalysisCost Analysis

Project DescriptionProject Description 5820 sq. ft.5820 sq. ft. Partially Partially

DemolishedDemolished Demolish & Demolish &

RebuildRebuild

Design RequirementsDesign Requirements 150 Person Capacity150 Person Capacity Banquet RoomBanquet Room Stage, KitchenStage, Kitchen RestroomsRestrooms OfficeOffice LobbyLobby Camps, Gatherings, Camps, Gatherings,

ReceptionsReceptions Aesthetically Aesthetically

PleasingPleasing

Project ApproachProject Approach Codes & Codes &

RegulationsRegulations Site AssessmentSite Assessment Soil AnalysisSoil Analysis Decision MatricesDecision Matrices Floor PlanFloor Plan Foundation DesignFoundation Design Structural DesignStructural Design Hydrology Hydrology

AnalysisAnalysis TransportationTransportation

Site DesignSite Design

Existing buildingExisting building

Position of treesPosition of trees

Proposed pavilionProposed pavilion

Final Design SolutionFinal Design Solution

Subsurface InvestigationSubsurface Investigation

Soil samplesSoil samples Dynamic coneDynamic cone Friction angleFriction angle Bearing capacityBearing capacity

Final Design SolutionFinal Design Solution

Final Design SolutionFinal Design SolutionGrading and Drainage PlanGrading and Drainage Plan

FoundationFoundation Floor planFloor plan Strip footingStrip footing Spread footingSpread footing Slab on gradeSlab on grade SuperstructureSuperstructure

Final Design SolutionFinal Design Solution

AccessAccess Access roadsAccess roads Add access Add access

from road to from road to rear of rear of pavilionpavilion

ParkingParking

Final Design SolutionFinal Design Solution

ArchitectureArchitecture

Cedar Shake Roof

Stone Facade

Natural MaterialsSloping RoofTwo-Section Floor Plan

Entrance and Lobby

Main Banquet Hall

Floor PlanFloor Plan

Floor PlanFloor PlanIndividual ElementsIndividual Elements

Lobby/Main EntryLobby/Main Entry RestroomsRestrooms KitchenKitchen StorageStorage OfficeOffice PatioPatio Main Banquet HallMain Banquet Hall

Final Design SolutionFinal Design Solution The Decision Matrix The Decision Matrix

ProcessProcess• Use to evaluate

best structural material Cost

Aesthetics

Environmental Impact

Maintenance

Final Design SolutionFinal Design Solution The Decision Matrix The Decision Matrix

ResultsResults

Structural DesignStructural Design

•Structural Analysis •Roof Design•Columns•Shear Wall

Structural LayoutStructural LayoutDiagonal Member

Truss Member

Stringers

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

Member SelectionMember Selection

Masonry : 8” x 16” x 12” w/ Type M mortarMasonry : 8” x 16” x 12” w/ Type M mortar Steel : Beams & Columns are Steel : Beams & Columns are

W 10 x 33W 10 x 33

Diagonal Bending Stress (psi) Design Moment (psi) Axial Stress (psi) Design Axial (psi) MemberBanquet Hall 894 1147 42.8 825 10 x 12

Entrance 956 1147 17.1 825 8 x 10

Stringers Bending Stress (psi) Moment Capacity (psi) Design Shear (psi) Shear Capacity (psi) MemberA - D 950 1572 36 170 4 x 4E - G 1430 1572 51 170 3 x 4H - K 1510 1572 54 170 2 x 6L - N 835 1572 85 170 2 x 4

LEED RatingLEED Rating New ConstructionNew Construction Certified 26-32 Certified 26-32

pointspoints Silver 33-38 pointsSilver 33-38 points 32 points32 points Low-Emitting Low-Emitting

MaterialsMaterials Local ResourcesLocal Resources Construction Construction

PracticesPractices

Cost AnalysisCost AnalysisITEM COST*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

SummarySummary

Project Project DescriptionDescription

Design Design Requirements Requirements

Project Project ApproachApproach

Final Design Final Design SolutionSolution

Cost AnalysisCost Analysis