museum of clemson history
DESCRIPTION
Museum of Clemson History. To preserve the legacy of Clemson University. Photo by Inspired Vision Studios. Introduction. Freeman Mach Consulting Team Members. Structural Site/Transportation Hydrology/Hydraulics Construction. Frederick Paige Armen Zadoorian Mason Smith - PowerPoint PPT PresentationTRANSCRIPT
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Museum of Clemson HistoryTo preserve the legacy of Clemson University
Photo by Inspired Vision Studios
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Introduction
Frederick PaigeArmen ZadoorianMason SmithChristopher Stubbs
Freeman Mach ConsultingTeam Members
Structural
Site/Transportation
Hydrology/Hydraulics
Construction
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Project Scope & Description
Facility:• 25,000 S.F. Enclosed• 2 Floors• Located off Perimeter RD
Exhibition of:• Clemson History• Academic
Accomplishment• Athletics Achievement
Conceptual Model
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Project Scope & Description Continued…Purpose• Preservation of Clemson
University’s unique heritageFeatures:• 2,500 S.F. Patio• Rotating Exhibits• Movable PartitionsScope of Work• Architectural & Structural Design• Site & Transportation• Hydraulics & Hydrology• Cost Estimate & Schedule
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Summary of Sustainable Features
Primary Features• Passive Design• Recycling of Roof Water• Alternative Transportation Access• Local Labor & MaterialsLEED Certification• Expected Silver Certification
General Transportation and Site
Stacking wet functions Alternative Transportation
Low flow toilets Bicycles
Waterless urinals CAT Bus Access
Occupancy sensors Incentive Parking
Light monitoring system Low emission spaces
Thermostat setback Carpool spaces
Recycled rubber asphalt
Hydrology and Hydraulics Structural/Architectural
Recycle roof water Passive solar design
Irrigation Recycled building materials
Flush toilets High performance windowsStormwater Pollution Prevention Plan
Fewer divider walls for better HVAC circulation
Social Sustainable Features
Local Materials & Labor Encourage Community Involvement
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Building Summary Primary Features • Type II-B Construction (Sprinkled)• Museum Type A (Assembly)• 2 Story Building - 12,500 ft2 on each
floor• 1,400 occupants per floor• Flat Roof With Parapet Walls • Roof Loads : DL-34psf LL-20psf• Floor Loads: DL-75psf LL-100psf • 21’ Minimum length of Shear CMU wall
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First Floor Plan
Primary Features• 6 Exits• Open flexible lobby• Multipurpose conference
room• Floating partitions to
allow natural day lighting • Column covering can be
used as directory locations
• 5” Slab on Grade
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Second Floor Architectural Plan
Primary Features• 2 Stairwells on east and
west sides with direct exits• Elevator on east and west
sides of building• Floating partitions to allow
natural day lighting • Removable partitions to
accommodate different exhibit types
• Wet functions stacked from previous floors
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Floor Framing Plan
Concrete Slab & Decking:4.5” NW Conc. Slab & 1.5C22 Deck
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2nd Floor Section Details
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Roof Framing Plan
Roof Decking 1.5B22
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Roof Section Details
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Foundation and Section Details
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Site Layout
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Site & Parking Design
Parking Lot Details• Parking Demand
• 85 spaces• 3 ADA Spaces• 6 Motorcycle Spaces
• Design Vehicle• Aisle Width – 24 ft• Road Width – 24 ft
• Slope• Sloped in 2 Directions – 2%
Site Details• Building Pad
• Elevation – 800’
• Sidewalks• In front of Building – 9.6ft
wide• To ADA Spaces
• One-Way Wraparound Street• 23 ft wide• Dumpster Pickup• CAT bus stop• Max 4% slope
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Additional Site Details
• Pavement Thickness• 6 inch aggregate base• 3 inch asphalt surface layer
• Signage
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Earthwork
• Cut and Fill Volumes• Total Cut: 7531.8 Cu. Yd.• Total Fill: 5377.2 Cu. Yd.• Net Cut: 2154.6 Cu. Yd.
• Optimizing Earthwork• Best Building Pad Elevation
• 800’• Slope of Parking Lot
• 2 Directions• Simplified Site Footprint
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Site Lighting Plan
• Lighting – 26 lights• 20 Single Direction & 6 Back-to-
backs
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Design Requirements
• 2Yr and 10Yr Storm Event • Post-Development peak discharge rate limited to
Pre-Development rate.• All pipes designed to flow as open channels.• Gravity-driven flow only, i.e. no pumps.• No Pipes designed under the building pad. • Water on roof tops should be collected in gutter
and downspout system.• Maximum Spread of 3ft (6-feet is Actual Max
GCSO 6.5.1.7)• Maximum Spacing of 300ft. • Minimum Pipe Slope of 0.5% (GCSO 6.5.1.5)• The minimum fill over on all pipes shall be 1-foot
(GCSO 6.5.1.6)
100Yr Storm Event • Minimum 2ft freeboard required
for stormwater pond.• Pressurized flow in pipes is
acceptable.• Water level in pond must
utilized emergency spillway only during 100Yr event.
Design of stormwater system must follow all guidelines outlined in the Clemson University Master Plan and Greenville County Stormwater Ordinance.
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Pre-Development Site Description
• 3.45 acres of good condition maintained grassland• 1.05 acres of wooded area• Highest Elevation: 808ft • Lowest Elevation: 780.67ft (IE)• Existing Catch Basin: 3ftx4ft Open Area: 6ft2 • Soil Classification: Soil Group B Type Pacolet
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Pre-Development Basin Delineation
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Pre-Development Hydrographs
2Yr Peak Discharge: 4.448 cfs 10Yr Peak Discharge: 10.54 cfs
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Post-Development Site Description
• 2.81 acres of good condition maintained grassland• 1.69 acres of impervious cover (roof, road, parking lot,
etc.)• 85-Space Parking Lot• Access road off Newman Rd Ext. • 12,500 square foot roof• 0.119 Acre Stormwater Pond• Existing Catch Basin: 3ftx4ft Open Area: 6ft2 • Soil Classification: Soil Group B Type Pacolet
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Post-Development Basin Delineation
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Post-Development Drainage System
Summary5 Combination Inlets4 Slotted-Drain Inlets12 RCP Pipes3 PVC Pipes1 Culvert2 Swales1 Stormwater Pond
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Post-Development IDEAL Workspace
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Post-Development Hydrographs
[Pre] 2Yr Peak Discharge: 4.448 cfs[Post] 2Yr Peak Discharge: 4.246 cfs
[Pre] 10Yr Peak Discharge: 10.54 cfs[Post] 10Yr Peak Discharge: 9.822 cfs
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Pipe and Inlet Properties
Maximum Spread = 2.82ft
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Stormwater Pond Plan and Elevation View
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Construction Cost Estimate Summary
Costs Excluded from Estimate:• Design• Procurement• Noncrucial FurnishingsIncluded:• WBS Items• SFC of MEP
Description Cost
Adjusted for Inflation & Locale $2,713,592
General Conditions [10%] $271,359
Contingency [5%] $135,679
Total Project Cost $3,120,000
Cost / S.F. $125
Construction cost data based on RS Means BCCD & SFC
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Construction Cost Estimate BreakdownDivision Cost Percent of Total Cost Cost per SF
03 Concrete $ 96,377.58 2.67% $ 3.86
04 Masonry $ 484,380.00 13.44% $ 19.38
05 Metals $ 511,310.70 14.19% $ 20.45
06 Wood, Plastics, and Composites $ 13,995.79 0.39% $ 0.56
07 Thermal and Moisture Protection $ 145,544.55 4.04% $ 5.82
08 Openings $ 85,876.02 2.38% $ 3.44
09 Finishes $ 340,084.01 9.44% $ 13.60
10 Specialties $ 50,198.54 1.39% $ 2.01
11 Equipment $ 10,792.46 0.30% $ 0.43
12 Furnishings $ 119,411.57 3.31% $ 4.78
14 Conveying Equipment $ 140,082.25 3.89% $ 5.60
21 Fire Suppression $ 101,983.73 2.83% $ 4.08
22 Plumbing $ 99,282.38 2.76% $ 3.97
23 HVAC $ 491,625.00 13.64% $ 19.67
26 Electrical $ 527,994.90 14.65% $ 21.12
31 Earthwork $ 113,039.38 3.14% $ 4.52
32 Exterior Improvements $ 200,730.76 5.57% $ 8.03
33 Utilities $ 70,998.43 1.97% $ 2.84
Breakdown by MasterFormat DivisionSit
e/Tran
sporta
tion
Hydrau
lics/Hyd
rolog
y
Struct
ural/A
rchite
ct...
0.00%5.00%
10.00%15.00%20.00%25.00%30.00%35.00%
9.20%2.96%
32.24%Breakdown by Engineering Discipline
Perc
ent o
f Tot
al C
ost
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Construction Schedule
Dec. 10th 2012
284 Working
Days
January 29, 2014
Schedule Workflow
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Schedule BreakdownMilestone Schedule Components
Mobilization 5 daysSitework 26 daysRough Utilities 11 daysSubstructure 28 daysFraming 53 daysGet in the Dry 37 daysRough Mechanicals 15 daysExterior Finishing 25 daysInterior Finishing 45 daysFinish Mechanicals 6 daysExterior Components 34 daysLandscaping 8 daysSubstantial Completion 1 dayPunchlist 10 daysDemobilization 5 days
Development• WBS Schedule• Design & Procurement
Activities Excluded• Weekday construction
excluding federal Holidays
Considerations• Weather Delays• Physical Constraints
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Schedule Considerations
Concerns• Environmental• Resource Availability• Spatial Constraints
• Many activities running simultaneously in Concert
Comments• Optimistic• Activities prior to Dry-In
define core of critical path
Photo by Fady Habib
Photo by Will Scullin
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Special ThanksFreeman Mach would like to thank the following for their assistance:• Capstone Developers• Prof. Csernak• Dr. Sarasua• Dr. Hayter• Mr. Cattano