The team presented the final design for The Hangout entertainment facility. The design included a two-story, 25,943 square foot steel frame structure with two movie theaters, a restaurant, meeting rooms, and a late night dining option. The structural design utilized a steel deck roof and concrete slab floor supported by steel beams. A detention pond and 24 pipe structures were designed to manage stormwater runoff from the 19 impervious sub-basins such that post-development flows did not exceed pre-development flows.

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

4. Architecture & Structural Design
Design Expert: Chris Schultz

5. Design Procedure
1. Architectural 4. Lateral Bracing
2. Framing 5. Computer Design and Check
3. Foundation

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

7. Architecture

8. Ground Floor

9. Second Floor

10. Architecture

11. Structural Design
• Roof
• 1.5F22 steel deck
• Steel joists system
• ¼”/ft. slope with interior drainage
• Floor
• 1.5C22 steel deck with 4.5” concrete
slab
• Steel W-flange beam system
• CMU Wall

12. Roof Framing Plan
Dead:
28 PSF
Minimum Roof
Live:
20 PSF

13. Floor Framing Plan
EDUCATIONAL
40 PSF
Dead
Load: 70
PSF
ASSEMBLY:
100 PSF

14. Columns and Foundation Design
• Columns
• W-Flange beams
• Span both floors (30 ft.)
• Footings
• Steel reinforced square footings
• CMU wall footing
• 5” Concrete Slab on Grade

15. Foundation Design
W8x24
W8x31

16. CMU Wall System
• 8” CMU Wall
• 2” Air Space
• 4” Brick Veneer
• #4@24” Rebar

17. Hydrology & Hydraulics
Design Expert: Jamie Fuller

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

21. Pre-Development Sub-Basin Delineation
Sub-Basin Area Time of
[acres] Conc. [hr]
A 0.282 0.070
B 3.065 0.191
C 1.137 0.104

22. Pre-Development Water Flow

23. Post-Development Sub-Basin Delineation
Table HT2: Post-Development Sub-Basin Summary
Time of Time of
Sub- Slope Concentratio Concentratio Curve
Basin Area Area Length n (2-Year) n (10-Year) Number
[ft2] [acre] [ft] [ft/ft] [hr] [hr]
1 9,953.36 0.228 110.37 0.0181 0.082 0.068 71
2 6,581.43 0.151 121.42 0.1070 0.043 0.036 71
3 8,427.00 0.193 121.70 0.0821 0.048 0.040 71
4 14,041.94 0.322 149.83 0.0800 0.057 0.047 71
5 5,000.27 0.114 119.45 0.0200 0.021 0.017 98
6 11,468.20 0.263 152.65 0.0459 0.152 0.126 71
7 10,844.39 0.248 146.75 0.0272 0.087 0.072 71
8 7,942.03 0.182 181.25 0.0496 0.082 0.067 71
9 5,775.20 0.132 178.20 0.0200 0.029 0.024 98
10 8,015.37 0.184 131.73 0.0455 0.065 0.054 71
11 2,393.74 0.054 152.90 0.0200 0.026 0.021 98
12 4,338.39 0.099 135.40 0.0200 0.023 0.019 98
13 3,144.82 0.072 76.91 0.0200 0.015 0.012 98
14 3,102.54 0.071 77.15 0.0200 0.015 0.012 98
15 3,015.38 0.069 77.63 0.0200 0.015 0.012 98
16 4,448.02 0.102 21.42 0.0200 0.005 0.004 98
17 9,533.99 0.218 155.65 0.0200 0.026 0.022 98
18 6,087.15 0.139 154.64 0.0200 0.026 0.022 98
19 8,338.67 0.191 63.93 0.0200 0.013 0.010 98
20 11,914.80 0.273 219.47 0.0318 0.113 0.094 71
21 3,879.63 0.089 80.63 0.0200 0.015 0.013 98
22 3,562.09 0.081 93.52 0.0320 0.057 0.047 71
23 5,681.28 0.130 187.90 0.0319 0.100 0.082 71
24 4,285.15 0.098 30.66 0.0200 0.007 0.006 98
25 5,294.88 0.121 42.31 0.0200 0.009 0.007 98
26 16,978.62 0.389 102.00 0.0200 0.019 0.015 98
27 2,754.89 0.063 76.48 0.0200 0.015 0.012 98
28 3,296.30 0.075 82.05 0.0200 0.016 0.013 98
29 3,845.59 0.088 88.30 0.0200 0.017 0.014 98
30 3,725.40 0.085 178.30 0.0200 0.029 0.024 98

24. Post-Development Water Flow

25. Post-Development Pipe Layout
(Drainage System)
INLET
DETENTION
POND
CULVERT

26. Stormwater Management – Pipe Structures
Table HT4: Pipe Properties Summary Table
Name Diameter Length Slope Invert Invert Material
Elevation Elevatio
OUT n IN
[in] [ft] [ft/ft] [ft] [ft]
1 9 266 0.011 802.0 799.0 PVC
2 12 210 0.009 793.0 791.0 PVC
3 11 257 0.015 790.0 786.0 PVC
4 8 22 0.022 791.0 790.5 PVC
5 10 62 0.064 786.0 782.0 PVC
6 10 60 0.029 783.75 782.0 PVC
7 10 55 0.031 787.75 784.0 PVC
8 12 55 0.027 787.5 786.0 PVC
9 12 54 0.018 789.0 788.0 PVC
10 12 55 0.054 785.0 782.0 Concrete
11 12 87 0.040 793.5 790.0 PVC
12 15 212 0.021 798.5 794.0 PVC
13 15 167 0.050 802.5 794.0 PVC
14 10 58 0.043 796.5 794.0 PVC
15 8 54 0.037 793.0 791.0 PVC
16 12 54 0.018 790.0 789.0 PVC
17 10 23 0.086 789.0 787.0 PVC
18 11 150 0.013 785.0 783.0 Concrete
19 8 20 0.075 782.0 780.5 PVC
20 4 27 Vertical Vertical Vertical PVC
21 6 27 Vertical Vertical Vertical PVC
22 8 27 Vertical Vertical Vertical PVC
23 8 27 Vertical Vertical Vertical PVC
24 8 27 Vertical Vertical Vertical PVC

27. Stormwater Management – Inlet Structures
Table HT3: Drainage Inlet and Gutter Summary Table
Inlets Gutters
Name Type Location Length Throat Grate Width Grate Length RIM Curb Slope Width Pavement Longitudinal
Elevation Height Slope Slope
[ft] [ft] [ft] [ft] [ft] [in] [ft/ft] [ft] [ft/ft] [ft/ft]
1 Combination On Grade 3 4 3 3 804.5 6 0.02 3 0.02 0.01
2 Combination On Grade 3 4 3 3 800.0 6 0.02 3 0.02 0.01
3 Combination On Grade 3 4 3 3 793.0 6 0.02 3 0.02 0.01
4 Slotted On Grade 3 4 3 3 787.0 6 0.02 3 0.02 0.01
5 Combination On Grade 3 4 3 3 793.0 6 0.02 3 0.02 0.01
6 Combination On Grade 3 4 3 3 798.0 6 0.02 3 0.02 0.01
7 Combination On Grade 3 4 3 3 795.0 6 0.02 3 0.02 0.01
8 Combination On Grade 3 4 3 3 792.0 6 0.02 3 0.02 0.01
9 Combination On Grade 3 4 3 3 791.0 6 0.02 3 0.02 0.01
10 Combination On Grade 3 4 3 3 788.0 6 0.02 3 0.02 0.01
11 Combination On Grade 3 4 3 3 783.0 6 0.02 3 0.02 0.01
12 Combination On Grade 3 4 3 3 785.0 6 0.02 3 0.02 0.01
13 Combination On Grade 3 4 3 3 787.5 6 0.02 3 0.02 0.01
14 Combination On Grade 3 4 3 3 789.7 6 0.02 3 0.02 0.01
15 Combination On Grade 3 4 3 3 791.4 6 0.02 3 0.02 0.01
16 Combination On Grade 3 4 3 3 805.0 6 0.02 3 0.02 0.01
17 Combination On Grade 3 4 3 3 800.0 6 0.02 3 0.02 0.01
18 Combination On Grade 3 4 3 3 796.0 6 0.02 3 0.02 0.01
19 Slotted On Grade 3 4 3 3 787.0 6 0.02 3 0.02 0.01
Width Length Grate Width Grate Length RIM Width Pavement Longitudinal
Name Type Location Elevation Slope Slope
[in] [in] [ft] [ft] [ft] [ft] [ft] [ft]
Existing
Catch Grate On sag 1 6 3 5 775.73 3 0.02 0.02
Basin

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

29. 2-YR 24-HR Hydrology & Hydraulics Analysis
Pre-Development Post-Development
w/o Pond
Post-Development
w/Pond

30. 10-YR 24-HR Hydrology & Hydraulics Analysis
Pre-Development
Post-Development
w/o Pond
Post-Development
w/Pond

31. 100-YR Rainfall Event Hydrograph

32. Peak Runoff Discharges
Table HT5: Hydrograph Essential Data
Storm Event Peak Discharge Runoff Volume
[YR] [cfs] [acre-ft]
Pre-Development 2-Year 1.953 0.2531
10-Year 6.606 0.6585
Post-Development 2-Year 9.691 0.8414
Without Pond 10-Year 12.50 1.3333
2-Year 2.574 0.1869
Post-Development 10-Year 5.601 0.3649
With Pond 100-Year 11.81 0.8008

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

34. Site and Transportation
Design Expert: Marla Watson

35. Site & Transportation Overview
• Site Layout & Setbacks
• Site Grading Plan
• Site Traffic Plan
• Access Road Cross Section
• Site Lighting Plan

36. Site Layout and Setbacks
TYPICAL
SETBACKS
ACCESS ROADS
15’X15’ DUMPSTER PAD

37. Site Grading Plan
PERMANENT SLOPE
4:1
DETENTION POND
787’ SURFACE
777’ FLOOR
1680 CY VOLUME
805’ BUILDING

38. Site Traffic Plan
1-WAY DELIVERY TRUCK PARKING LOT
ACCESS ROAD 2-WAY ACCESS AISLES
CAT BUS STOP
75 REGULAR SPACES
BICYCLE RACK

39. Access Road Cross Section

40. Site Lighting Plan
DOUBLE ARM PARKING LOT
30’ HIGH WITH 14” ARMS
1.0 FOOTCANDLE
SITE LIGHTING

41. Construction Scheduling and Cost
Estimation
Design Expert: David Lane

42. Schedule
Define
workdays
Sequencing
Durations

43. Schedule
TASK COST TASK CODE ACCOUNT NAME UNIT OF QTY NO. OF CREW DURATION WEATHER Total
ACCOUNT CODE MEASURE CREWS PROD. ADJ. Duration
03 - CONCRETE
REGULAR CONCRETE, 4000 PSI, 4"
03 30 53.40 3150
(P.68 IN BCCD) SF 2100 1 C-8 2613 0.1 1
EQUIPMENT PAD 8'X8'X 10"
03 30 53.40 3580
(P. 68 IN BCCD) EACH 1 1 C-8 8 0.1 1
03 30 53.40 3940 FOOTING, STRIP 3000 PSI 24" X 12",
(P. 69 IN BCCD) REINFORCED CY 38 1 C-14L 48 0.1 1

44. Schedule

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

50. Conclusion
• 25,943 sq. ft. multiuse facility
• 2 stadium seating theaters
• 81 parking spaces + CAT access
• 154 eight-hour workdays, August 13,
2012.
• $4.2 Million, $163/SF

51. QUESTIONS?