Larrison Pavilion Deming Park Terre Haute, Indiana.
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Transcript of Larrison Pavilion Deming Park Terre Haute, Indiana.
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Larrison PavilionLarrison PavilionDeming ParkDeming ParkTerre Haute, IndianaTerre Haute, Indiana
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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
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OverviewOverview Project Project
DescriptionDescription Design Design
Requirements Requirements Project Project
ApproachApproach Final Design Final Design
SolutionSolution Cost AnalysisCost Analysis
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Project DescriptionProject Description 5820 sq. ft.5820 sq. ft. Partially Partially
DemolishedDemolished Demolish & Demolish &
RebuildRebuild
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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
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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
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Site DesignSite Design
Existing buildingExisting building
Position of treesPosition of trees
Proposed pavilionProposed pavilion
Final Design SolutionFinal Design Solution
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Subsurface InvestigationSubsurface Investigation
Soil samplesSoil samples Dynamic coneDynamic cone Friction angleFriction angle Bearing capacityBearing capacity
Final Design SolutionFinal Design Solution
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Final Design SolutionFinal Design SolutionGrading and Drainage PlanGrading and Drainage Plan
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FoundationFoundation Floor planFloor plan Strip footingStrip footing Spread footingSpread footing Slab on gradeSlab on grade SuperstructureSuperstructure
Final Design SolutionFinal Design Solution
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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
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ArchitectureArchitecture
Cedar Shake Roof
Stone Facade
Natural MaterialsSloping RoofTwo-Section Floor Plan
Entrance and Lobby
Main Banquet Hall
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Floor PlanFloor Plan
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Floor PlanFloor PlanIndividual ElementsIndividual Elements
Lobby/Main EntryLobby/Main Entry RestroomsRestrooms KitchenKitchen StorageStorage OfficeOffice PatioPatio Main Banquet HallMain Banquet Hall
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Final Design SolutionFinal Design Solution The Decision Matrix The Decision Matrix
ProcessProcess• Use to evaluate
best structural material Cost
Aesthetics
Environmental Impact
Maintenance
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Final Design SolutionFinal Design Solution The Decision Matrix The Decision Matrix
ResultsResults
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Structural DesignStructural Design
•Structural Analysis •Roof Design•Columns•Shear Wall
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Structural LayoutStructural LayoutDiagonal Member
Truss Member
Stringers
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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
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Structural AnalysisStructural AnalysisDistributed Wind load is transferred to the steel beams which act as drag beams for the shear wall
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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
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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
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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
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SummarySummary
Project Project DescriptionDescription
Design Design Requirements Requirements
Project Project ApproachApproach
Final Design Final Design SolutionSolution
Cost AnalysisCost Analysis
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