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Museum of Clemson History

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

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Museum of Clemson History

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  1. Museum of Clemson History To preserve the legacy of Clemson University Photo by Inspired Vision Studios

  2. Introduction Freeman Mach Consulting Team Members Structural Site/Transportation Hydrology/Hydraulics Construction Frederick Paige ArmenZadoorian Mason Smith Christopher Stubbs

  3. 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

  4. Project Scope & Description Continued… Purpose Preservation of Clemson University’s unique heritage Features: 2,500 S.F. Patio Rotating Exhibits Movable Partitions Scope of Work Architectural & Structural Design Site & Transportation Hydraulics & Hydrology Cost Estimate & Schedule

  5. Summary of Sustainable Features Primary Features • Passive Design • Recycling of Roof Water • Alternative Transportation Access • Local Labor & Materials LEED Certification • Expected Silver Certification

  6. 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

  7. 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

  8. 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

  9. Floor Framing Plan Concrete Slab & Decking: 4.5” NW Conc. Slab & 1.5C22 Deck

  10. 2nd Floor Section Details

  11. Roof Framing Plan Roof Decking 1.5B22

  12. Roof Section Details

  13. Foundation and Section Details

  14. Site Layout

  15. 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

  16. Additional Site Details • Pavement Thickness • 6 inch aggregate base • 3 inch asphalt surface layer • Signage

  17. 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

  18. Site Lighting Plan • Lighting – 26 lights • 20 Single Direction & 6 Back-to-backs

  19. Design Requirements 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. • 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)

  20. 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

  21. Pre-Development Basin Delineation

  22. Pre-Development Hydrographs 2Yr Peak Discharge: 4.448 cfs 10Yr Peak Discharge: 10.54 cfs

  23. 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

  24. Post-Development Basin Delineation

  25. Post-Development Drainage System Summary 5 Combination Inlets 4 Slotted-Drain Inlets 12 RCP Pipes 3 PVC Pipes 1 Culvert 2 Swales 1 Stormwater Pond

  26. Post-Development IDEAL Workspace

  27. 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

  28. Pipe and Inlet Properties Maximum Spread = 2.82ft

  29. Stormwater Pond Plan and Elevation View

  30. Construction Cost Estimate Summary Costs Excluded from Estimate: • Design • Procurement • Noncrucial Furnishings Included: • WBS Items • SFC of MEP Construction cost data based on RS Means BCCD & SFC

  31. Construction Cost Estimate Breakdown Breakdown by MasterFormat Division

  32. Construction Schedule Schedule Workflow

  33. Schedule Breakdown Development WBS Schedule Design & Procurement Activities Excluded Weekday construction excluding federal Holidays Considerations Weather Delays Physical Constraints

  34. 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 FadyHabib Photo by Will Scullin

  35. Special Thanks Freeman Mach would like to thank the following for their assistance: Capstone Developers Prof. Csernak Dr. Sarasua Dr. Hayter Mr. Cattano

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