Final Design Presentation for The Hangout Entertainment Facility
1. FINAL DESIGN PRESENTATION
TEAM 2-6
CHRIS SCHULTZ STRUCTURAL
DAVID LANE SCHEDULING/ COST ESTIMATION
MARLA WATSON SITE & TRANSPORTATION
JAMIE FULLER HYDROLOGY & HYDRAULICS
2. Objective
• To provide Capstone Developers with a final design of The
Hangout
• To provide Clemson with an entertainment facility
• To provide Clemson’s campus with a late night dining option
• To further draw potential students to Clemson
3. Project Summary
• The Hangout is a movie
theater, restaurant, and
meeting facility
• Located on undeveloped land
on Perimeter Road
• Two story, 25,943 sq. ft.
• Steel Frame Structure
6. Architecture
• Multi-use building under 3 assembly groups:
• Movie Theater, Restaurant, and Educational
• Two 80-seat theaters with stadium seating
• Concession/Lobby/Arcade
• Restaurant
• 2 Meeting Rooms and 2 Conference Rooms
18. Hydrology & Hydraulics Overview
Pre & Post Development
Conditions
• Site Description
• Sub-Basin Delineation
• Flow Description
• Hydrograph Generation
Storm water Design
Methodology
• Storm water Management
• Computer Model Description
Storm water Design Analysis
19. Pre & Post Development Site Conditions
*Post-development flow must be less than or equal to the Pre-development flow.*
Pre-Development Post-Development
• Residual Grass Cover • Grass cover & Asphalt cover
• 3 Pervious Sub-Basins • 11 Pervious Sub-Basins
• 0 Impervious Sub-Basins • 19 Impervious Sub-Basins
• 1 Catch Basin • 1 Catch Basin
• 1 Storm water Pond (Detention)
• 19 Inlet Structures
• 24 Pipe Structures
• Internal Roof Drainage
20. Pre-Developed Site
EXISTING
CATCHBASIN
EXISTING DITCH
ALONG PERIMETER ROAD
28. Computer Model
I-INLET
O-OUTFALL UNITS ARE CONNECTED BY NON-ROUTED
CONNECTORS, CIRCULAR CONDUIT, AND
PIPE STRUCTURES.
PERVIOUS AREA
IMPERVIOUS AREA
DETENTION POND
33. Storm water Pond Elevation View
Maximum stage during 100-YR storm:
7.90 feet (freeboard not used)
Top Elevation: 787 feet
Bottom Elevation: 777 feet
45. Schedule
Mobilization Completion
154 eight-
Date: Date:
hour
January 9, August 13,
workdays
2012 2012
46. Cost Estimate
Adjustment
Factors
Division
Breakdown
Line Item
WBS
47. Cost Estimate
TASK COST TASK CODE UNIT OF QTY UNIT CREW TOTAL COST
ACCOUNT CODE ACCOUNT MEASURE COST INCREASE
NAME COST
04- MASONRY
STANDARD
04 21 13.13 2000 (P. 89 BRICK
IN BCCD) VANEER SF 15820 $ 14.35 $ 218,316 $ 445,333
REINFORCED
CONCRETE
04 22 10.24 0200 (P.96 BLOCK EXT.
IN BCCD) 8"X8"X16" SF 15820 $ 10.25 $ 139,849 $ 302,004
48. Cost Estimate
Cost of Site Features
Design Feature Estimated Total Cost Percent of Total Project Cost
Hydrology and Hydraulic Features $ 92,000 2%
Site and Transportation Features $ 900,000 21%
Structural and Architectural Features $ 1,100,000 25%
49. Cost Estimate
DIVISION COST COST PER
SF
DIVISION TOTAL $ 4,838,253 $ 186
LOCATION MODIFICATION [.76] $ 3,677,072
GENERAL CONDITIONS [+10%] $ 367,707
CONTINGENCY [+5%] $ 183,854
TOTAL PROJECT COST $ 4,228,633 $ 163