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Rockville Strip MallRockville Strip Mall
Presented byPresented by
ScarlettScarlettENGINEERINGENGINEERING
IntroductionIntroduction
Project DescriptionProject Description Design Design
RequirementsRequirements Project ApproachProject Approach Design SolutionDesign Solution
ENGINEERINGENGINEERING
ScarlettScarlett
Project DescriptionProject Description Proposed Retail Proposed Retail
DevelopmentDevelopment– Provide Local Provide Local
Shopping Shopping – Foster Community Foster Community
AtmosphereAtmosphere– Aesthetically Aesthetically
AppealingAppealing
Rockville
Indianapolis
Terre Haute
Site
North Lincoln Road, U.S. 41
ENGINEERINGENGINEERING
ScarlettScarlett
Project RequirementsProject Requirements
12-14 Stores12-14 Stores Dual Access PointsDual Access Points Unloading AreaUnloading Area
ENGINEERINGENGINEERING
ScarlettScarlett
Project ApproachProject Approach
Permits, Codes, & RegulationsPermits, Codes, & Regulations Geotechnical InvestigationGeotechnical Investigation Survey AnalysisSurvey Analysis Structural Material OptionsStructural Material Options Assessment of Structural Material Assessment of Structural Material
OptionsOptions Site LayoutSite Layout Stormwater Management System Stormwater Management System
Design Design
ENGINEERINGENGINEERING
ScarlettScarlett
Project ApproachProject Approach
Architectural DesignArchitectural Design Sanitary Sewer System DesignSanitary Sewer System Design Determination of Design Loads on Determination of Design Loads on
FoundationFoundation Foundation DesignFoundation Design Construction Cost EstimateConstruction Cost Estimate Construction ScheduleConstruction Schedule
ENGINEERINGENGINEERING
ScarlettScarlett
Design Solution Design Solution Permitting Codes and RegulationsPermitting Codes and Regulations
Permitting ProcessPermitting Process– Rockville Municipal CodeRockville Municipal Code– Improvement Location PermitImprovement Location Permit– Certificate of OccupancyCertificate of Occupancy– Appeals to Board of Zoning AppealsAppeals to Board of Zoning Appeals– Fees and TimelinessFees and Timeliness
ENGINEERINGENGINEERING
ScarlettScarlett
Design Solution Design Solution Permitting Codes and RegulationsPermitting Codes and Regulations
Rockville Municipal CodeRockville Municipal Code– Rockville Planning Commission & Town Rockville Planning Commission & Town
CouncilCouncil– Zoned as Local Business (LB)Zoned as Local Business (LB)
International Building Code (IBC)International Building Code (IBC)– Dimensions of buildingDimensions of building– Dead and live loadsDead and live loads– Fire protection standardsFire protection standards
ENGINEERINGENGINEERING
ScarlettScarlett
American Concrete Institute (ACI)American Concrete Institute (ACI)– Foundation & Slab DesignFoundation & Slab Design
American Institute of Steel American Institute of Steel ConstructionConstruction– Material Options, Roof DesignMaterial Options, Roof Design
American Society of Civil EngineersAmerican Society of Civil Engineers– Load calculationsLoad calculations
Design Solution Design Solution Permitting Codes and RegulationsPermitting Codes and Regulations
ENGINEERINGENGINEERING
ScarlettScarlett
Design Solution Design Solution Geotechnical InvestigationGeotechnical Investigation
Sampling PointsSampling Points Literature Literature
InvestigationInvestigation– Parke County Parke County
Soil Soil Conservation Conservation StudyStudy
– Reesville Silty Reesville Silty Clay Loam Soil Clay Loam Soil TypeType
ENGINEERINGENGINEERING
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Design Solution Design Solution Geotechnical InvestigationGeotechnical Investigation
Field WorkField Work
– Bag SamplesBag Samples– Wildcat Dynamic Cone Wildcat Dynamic Cone PenetrometerPenetrometer– Undisturbed tube Undisturbed tube
samplessamples
Concrete pad below Concrete pad below parking lotparking lot
ENGINEERINGENGINEERING
ScarlettScarlett
Design Solution Design Solution Geotechnical InvestigationGeotechnical Investigation
Laboratory WorkLaboratory Work– Unconfined Compression Unconfined Compression
TestTest– Grain Size AnalysisGrain Size Analysis– Atterberg LimitsAtterberg Limits– Water ContentWater Content
ResultsResults– Literature InvestigationLiterature Investigation– Foundation DesignFoundation Design
ENGINEERINGENGINEERING
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ENGINEERINGENGINEERING
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Design Solution Design Solution Survey AnalysisSurvey Analysis
Surveyed 85 Points Surveyed 85 Points – 2.25 acres2.25 acres– 4 ft. maximum elevation change4 ft. maximum elevation change– Less than 1% slopeLess than 1% slope
PurposePurpose– Grading PurposesGrading Purposes– Stormwater DesignStormwater Design
Design Solution Design Solution Survey AnalysisSurvey Analysis
Wal
ton
Str
eet
US
HW
Y 4
1
Burke Street
Design Solution Design Solution Structural Material OptionsStructural Material Options
Light-Gauge Steel FramingLight-Gauge Steel Framing Technique Less Familiar to ContractorsTechnique Less Familiar to Contractors Fire, Termite, Moisture ResistantFire, Termite, Moisture Resistant Similar Aesthetic Properties to WoodSimilar Aesthetic Properties to Wood Highly DurableHighly Durable
ENGINEERINGENGINEERING
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Design Solution Design Solution Structural Material OptionsStructural Material Options
Reinforced MasonryReinforced Masonry Strongest OptionStrongest Option Highest CostHighest Cost Good Fire ResistanceGood Fire Resistance Locally AvailableLocally Available
ENGINEERINGENGINEERING
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Design SolutionDesign Solution Structural Material OptionsStructural Material Options
Wood FramingWood Framing Good Fit for AestheticsGood Fit for Aesthetics Lowest CostLowest Cost Familiar to Local ContractorsFamiliar to Local Contractors No Fire ResistanceNo Fire Resistance
ENGINEERINGENGINEERING
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Design SolutionDesign Solution Assessment of Structural Material Assessment of Structural Material
OptionsOptionsRatingRating Cost per Square FootCost per Square Foot
33 < $6.00< $6.00
22 $6.00 - $7.00$6.00 - $7.00
11 > $7.00> $7.00
RatingRating Ability to Upgrade FinishAbility to Upgrade Finish
33 Finish can be easily upgraded.Finish can be easily upgraded.
22 Finish can be upgraded, with some difficultyFinish can be upgraded, with some difficulty
11 Finish cannot be upgraded whatsoeverFinish cannot be upgraded whatsoever
RatingRating LifespanLifespan
33 ≥ ≥ 75 years75 years
22 50 - 75 years50 - 75 years
11 ≤ ≤ 50 years50 years
ENGINEERINGENGINEERING
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Design SolutionDesign SolutionAssessment of Structural Material Assessment of Structural Material
OptionsOptions
Structural Structural MaterialMaterial
CostCost
50%50%
Ability to Ability to Upgrade FinishUpgrade Finish
30%30%
LifespaLifespann
20%20%
Weighted Weighted AverageAverage
ReinforcedReinforced
MasonryMasonry11 22 33 1.71.7
Wood Wood
FramingFraming33 33 22 2.82.8
Light-GaugeLight-Gauge
Steel FramingSteel Framing22 33 22 2.32.3
Decision Matrix
ENGINEERINGENGINEERING
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Recommendation: Wood Framed Recommendation: Wood Framed StructureStructure
Zoned as “Local Business”Zoned as “Local Business” 30 % Green Space30 % Green Space Parking Space RegulationsParking Space Regulations
– Number per store sq. ft. areaNumber per store sq. ft. area– Number of handicap spacesNumber of handicap spaces
30 ft. wide loading area30 ft. wide loading area
Design Solution Design Solution Site LayoutSite Layout
ENGINEERINGENGINEERING
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Design Solution Design Solution Site LayoutSite Layout
ENGINEERINGENGINEERING
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Two Building OptionTwo Building Option– 4 stores each4 stores each– 60 parking spaces60 parking spaces– 4 handicap spaces4 handicap spaces
Wal
ton
Str
eet
US
HW
Y 4
1
Burke Street
ProposedStructure
ProposedStructure
Design Solution Design Solution Site LayoutSite Layout
ENGINEERINGENGINEERING
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US
HW
Y 4
1
Burke Street
ProposedStructure
Single Building OptionSingle Building Option– 12 stores12 stores– 87 parking spaces87 parking spaces– 6 handicap spaces6 handicap spaces
Design SolutionDesign SolutionStormwater ManagementStormwater Management
Calculated Runoff Generated on SiteCalculated Runoff Generated on Site
Compared with Existing Capacity in Compared with Existing Capacity in Municipal SystemMunicipal System– Existing Capacity SufficientExisting Capacity Sufficient
System Designed for 10 Year Failure System Designed for 10 Year Failure IntervalInterval– Terre Haute StandardTerre Haute Standard
ENGINEERINGENGINEERING
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Design SolutionDesign SolutionStormwater ManagementStormwater Management
Stormwater Management SystemStormwater Management System
4 2’x2’ Surface Inlets4 2’x2’ Surface Inlets 1 1’x2’ Curb Inlet1 1’x2’ Curb Inlet ~300’ of 14” PVC Pipe~300’ of 14” PVC Pipe ~250’ of 10” PVC Pipe~250’ of 10” PVC Pipe
ENGINEERINGENGINEERING
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Design Solution Design Solution Architectural DesignArchitectural Design
Building FactsBuilding Facts– 260 ft. x 60 ft., 25-ft. height260 ft. x 60 ft., 25-ft. height– 12½ ft. inside ceiling height12½ ft. inside ceiling height– 3:8 roof slope3:8 roof slope– 10 stores – 20 ft. x 60 ft. (1200 sq. ft.)10 stores – 20 ft. x 60 ft. (1200 sq. ft.)– 2 stores – 30 ft. x 60 ft. (1800 sq. ft.)2 stores – 30 ft. x 60 ft. (1800 sq. ft.)
ENGINEERINGENGINEERING
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Design Solution Design Solution Architectural DesignArchitectural Design
20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60' 20' x 60'30' x 60' 30' x 60'
Design Solution Design Solution Sanitary Sewer DesignSanitary Sewer Design
Indiana Administrative CodeIndiana Administrative Code– Section 327 IAC 3-6-11Section 327 IAC 3-6-11
Daily FlowDaily Flow– Use, Occupancy, Building TypeUse, Occupancy, Building Type
ADF = 2450 gal/dayADF = 2450 gal/day PDF = 9800 gal/dayPDF = 9800 gal/day
ENGINEERINGENGINEERING
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Design Solution Design Solution Sanitary Sewer DesignSanitary Sewer Design
Indiana Administrative CodeIndiana Administrative Code– Section 12Section 12
Check VelocityCheck Velocity Design Pipe SizeDesign Pipe Size Specify SlopeSpecify Slope 6” Diameter Pipe at a 1% Slope6” Diameter Pipe at a 1% Slope
ENGINEERINGENGINEERING
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Design Solution Design Solution Determination of Design Loads on Determination of Design Loads on
FoundationFoundation Dead Load CalculationsDead Load Calculations
– Per meeting with Steve ArnoldPer meeting with Steve Arnold– Wall studs, roof rafters, sheathingWall studs, roof rafters, sheathing– Masonry block, clay bricksMasonry block, clay bricks– Metal RoofingMetal Roofing– DrywallDrywall
Live Load CalculationsLive Load Calculations– From ASCE codeFrom ASCE code
LOAD = 1712 lb/ft.ENGINEERINGENGINEERING
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Design Solution Design Solution Foundation DesignFoundation Design
Analyze Soil Analyze Soil ConditionsConditions– Utilize Geotechnical Utilize Geotechnical
Investigation Investigation
Applied Load vs. Applied Load vs. Bearing CapacityBearing Capacity
ENGINEERINGENGINEERING
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1
2
Design Solution Design Solution Foundation DesignFoundation Design
SettlementSettlement– Light Light
StructureStructure– Soil Soil
ConditionsConditions– Building Building
FunctionalityFunctionality– Less than 1 Less than 1
inchinch3
ENGINEERINGENGINEERING
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Design Solution Design Solution Foundation DesignFoundation Design
Structural Structural DesignDesign– Iterate to reduce Iterate to reduce
concreteconcrete– Reinforcing SteelReinforcing Steel
4
ENGINEERINGENGINEERING
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Design Solution Design Solution Construction Cost EstimateConstruction Cost Estimate
R.S. Means ManualR.S. Means Manual Square Foot Based EstimateSquare Foot Based Estimate
– $1,023,000$1,023,000 Unit Price Based EstimateUnit Price Based Estimate
– $956,000$956,000– Interior Refinements Not IncludedInterior Refinements Not Included
ENGINEERINGENGINEERING
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Design Solution Design Solution Construction ScheduleConstruction Schedule
EstimatesEstimates– R.S. Means ManualR.S. Means Manual– Crown ElectricCrown Electric– Group ExperienceGroup Experience
Divided into 16 SubcategoriesDivided into 16 Subcategories
ENGINEERINGENGINEERING
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Design Solution Design Solution Construction ScheduleConstruction Schedule
117 Working Days117 Working Days– About 5 ½ MonthsAbout 5 ½ Months
8 Hour Work Days8 Hour Work Days Federal Holidays RecognizedFederal Holidays Recognized
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Task Name 29-Apr 6-May 13-May 20-May 27-May 3-Jun 10-Jun 17-Jun 24-Jun 1-Jul 8-Jul 15-Jul 22-Jul 29-Jul 5-Aug 12-Aug 19-Aug 26-Aug 2-Sep 9-Sep 16-Sep 23-Sep 30-Sep 7-OctSite PreperationStructural ConstructionInterior/Exterior FinishFinal Site WorkClose Out
SummarySummary
Project DescriptionProject Description Project RequirementsProject Requirements Project ApproachProject Approach Design SolutionDesign Solution
ENGINEERINGENGINEERING
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Bruce Boehl, Todd Clementoni, Chris Hollen, Kellen Hurst
Rose-Hulman Civil Engineering Department
Background:Location: Rockville, Indiana - a small community in the
heart of Parke County
Importance: Residents must travel over 30 miles to Terre Haute or Indianapolis for shopping needs
Construction Cost & Schedule:Goal: Efficiently estimate the construction cost and schedule
in an effort to minimize both quantities
Solution: Estimated a total cost of roughly $950,000 excluding store-specific interior design costs, that would take approximately 120 work days to complete, based on 5 major construction phases
Stormwater Design:Goal: Effectively and efficiently manage stormwater runoff
generated from all roof and paved surfaces
Solution: Designed a 5-inlet stormwater management system consisting of 330 ft. of 14-inch PVC pipe and 290 ft. of 10-inch PVC pipe to adequately support the 11 cfs runoff flow from the site associated with a 10-year, 5-minute design storm, producing a time of concentration of 3.83 minutes
Site Design:Goal: Maximize size and number of stores on the 2.25 acre site
Solution: A single 260 ft. x 60 ft., 12 store, wood-framed shopping mall accompanied by an 87-space parking lot and 30 ft. wide loading area that all meet requirements set forth by the local municipal code
Foundation Design:Goal: Adequately design a foundation
to support all loads applied to the structure
Solution: Designed a 3 ft. x 3 ft. continuous footing resting on a silty clay loam soil type with an overconsolidation ratio of 11.5 kips/sf to support factored dead, live, snow, and wind loads that combine to equal 2.82 kips/ft
ROCKVILLE REDEVELOPMENT SHOPPING MALL PROJECT
Rockville
Terre Haute
Indianapolis
Solution: Redevelop the site of an existing dilapidated garage/gas station (shown in photo below) into a vibrant, family-friendly 12-14 store shopping mall (shown in center figure)
Client: Trigent Development, LLC
Sanitary Sewer Design:Goal: Effectively and efficiently manage all sanitary
wastewater on site
Solution: Designed 275 ft. of 6-inch PVC pipe to support an average daily wastewater flow of 2450 gpd, a peak daily wastewater flow of 9800 gpd, and an average flow velocity of 6.63 fps to connect the sanitary wastewater from the building to the surrounding system
Site