Senior Civil Design Project - Final Presentation

1. Image by Bombardier.com, Project in Sao Paulo,Brazil
FINAL REPORT
Merging the future
1

2. ABOUT US
Main Office:
777 Glades Road, IS-114
Boca Raton, Florida 33431
(786) 285-1339
Mission Statement:
“Our mission at New Heights Engineering is to
incorporate fundamental and technological engineering
principals to develop innovative and sustainable designs Satellite Office:
that will improve local communities and reduce global 2735 NE 164th
North Miami Beach, FL 33160
impact”
2

3. PROFESSIONAL
EXPERIENCE
Enisio Dos Santos Jr. Mario Gimma
Project Manger Consultant
Certified General Contractor Demolition and Construction
(CGC # 1510419) PE Internship
• Secondary Qualifier for GC Firm GIS Research
• Senior Estimator Historical Research
Over $ 10 Mil Pump Design
Prepared Bid Packages Customer Service
• Project Manager Client Relations
Oversee daily operation Inventory
Manage Schedule and Compliance Training
Prepare Close-out Documents
• Drafter
Shop Drawings
Prepare As-Built
3D to facilitate construction
3

4. PROFESSIONAL
EXPERIENCE
Hamzah Riaz Phillip Quinn
Consultant Consultant
County Engineering Intern Engineering Intern
• Inspect county infrastructure • Research Data Collector
• Research construction code regulations • Data collection for analysis
• Attend bid meetings • Jobsite Manager
• Foundation bearing calculations • Oversee daily operations
• Create Cantilever wall bearing and slope • Building owner relations
calculations • Customer Service
• Update structural bridge reports • Client Relations
• County commissioner relations • Conflict Resolution
4

5. HVAC
Mario Structure
Enisio &
LEED Phil
Mario
New
Foundation Heights Transportation
Phil & Phil
Enisio
Cost Hydraulics
Enisio Hamzah
5

6. PROJECT DESCRIPTION
Town Center at Boca Raton
Station 9
• Elevated track system
• 4-car train with 24 passenger
capacity each
• Monorail Station (15,000 SF)
o Lobby
o Concourse
o Ticketing office
o Food stalls
o Free standing kiosk
o Maintenance area
o ADA restrooms
6

7. SITE
DESCRIPTION
6000 Glades Road
Boca Raton, Florida 33431
Site Facts:
• Agricultural Land Prior to 1980’s
• Initial Development 1983
• Property Owned by Town
Center Boca Trust
• Managed by Simons LLC.
• Largest Shopping Mall in Palm Beach
7
Images by Google Earth and Bing Maps

8. SITE DATA
• Total Site Area
• 142 AC
• Gross Building Area
• 1,914,070 SF
• Parking
• 7996 Conventional
• 234 ADA
• 253 Valet
8
Images by Bing Maps

9. SURROUNDING AREA USE
Single Family Homes
Major
Office
Complex
Single
Hotel
Family Apartments
Homes
Apartments
Picture from Google Maps
9

10. ENVIRONMENTAL
SITE ASSESSMENT
10

11. SITE VISIT
11
Pictures From New Heights; Google

12. SITE VISIT
12
Pictures From New Heights; Google

13. REC SUMMARY
# Found Risk Possible REC’s REC’s Past REC’s
Storage Tanks 6 Moderate
LUST's 2 Critical
Dry Cleaners Cleanup 1 Low
RCRA Generators 23
SQG 8 Low
CESQG 15 Low
Site Reconnaissance 11
Barrels 1 Critical
Car Wash 1 Moderate
Auto Center 1 Moderate
Grease Disposal 1 Moderate
Generator 5 Low
Past use
Agricultural Use
13

14. RECOMMENDATIONS
• Based on the guidelines in ASTM 1527-05 our site is of
moderate risk
• A phase 2 environmental assessment was recommended
• Test for constituents of petroleum
• Benzenes
• Toulene
• Xylenes
14

15. SITE
SELECTION
15

16. SITE OPTIONS
16
Images Courtesy of Google Earth

17. OPTION 4
CRITERIA Rating
Community Integration High
Mall Integration High
Transportation Modes
Moderate
Integration
Aesthetics Moderate
Images courtesy of Google Maps
17

18. SITE
PLAN
18

19. 19

20. 20

21. 21

22. ELEVATIONS
22

23. 23

24. 24

25. 25

26. 26

27. 27

28. 28

29. 29

30. STRUCTURES
30

31. 31

32. 1st FL LAYOUT 2ND FL LAYOUT
32

33. NORTH ELEVATION
WEST ELEVATION
33

34. STRUCTURAL SUMMARY
ROOF
• Able to sustain -62.04 PSF
pressure
• 5” Thick concrete slab over
metal deck
• Minimum ¼” slope
ROOF STRUCTURAL
FRAMING
• Steel I Beams W44x230
• Steel Joist 32LH06
• Steel Stiffeners
COLUMNS
• 18”x 18” Columns (Main)
• 12” x 12” Columns (1st Floor)
ONE WAY SLAB
• 6” Thick
34

35. FOUNDATION
35

36. SOIL PROFILE
Strong sand underlain by weak
MEDIUM FINE BROWN SAND
ϒ =94.16 PCF sand
2’ Ø= 27.6
MEDIUM FINE TAN SAND
ϒ =112.5 PCF
Ø= 31.3
5’
5’ WATER TABLE
MEDIUM FINE LIGHT BROWN SAND
ϒ =107.8 PCF
Ø= 30.5
9’
MEDIUM FINE LIGHT GREY SAND
ϒ =99.58 PCF
Ø= 28.9 Design Bearing Capacity 3,400 lb/ft2
at 3’ BGS
15’
36

37. CRITICAL LOADS
105 KIPS 212 KIPS
37

38. COLUMNS LAYOUT
8 - 212 kip footings
10 - 105 kip footings
38

39. 105 KIP FOOTING
2.6 in2 steel reinforcement
39

40. 212 KIP FOOTING
3.67 in2 steel reinforcement
40

41. TRANSPORTATION
41

42. TIMED TRANSFER STATION
42

43. AIMSUN SIMULATION
Saint Andrews and Glades
43

44. 44

45. DELAY TIME
40 second avg
LOS D
35 second avg
LOS C
45

46. HCM LOS
Highway Capacity Manual
46

47. HYDRAULICS &
DRAINAGE
47

48. SITE LOCATION & UTILITIES
10” WM
N
12” SM
Sears
48

49. GENERAL OVERVIEW
49
1ST FL ELEVATION

50. MEN’S RESTROOM
18'
5.25' 2.5' 2.5' 5' 1.5'
Baby
Changing
Station Handicap
5'
Water Water
Water
N Closet Closet
Closet
14'
2.5'
19'
2.5'
2.5' 2.5'
12'
5'
50
12'

51. WOMEN’S RESTROOM
18'
1.5' 5.25' 2.5' 2.5' 2.5' 2.5'
5' Handicap Water Water Water Water
Water Closet Closet Closet Closet
Closet
N
14'
Baby
4.177'
Changing
Station
19'
2'
2.5' 2.5' 2.5'
12'
5'
12'
51

52. DRAINAGE FIXTURE UNITS
FIXTURES QUANTITY FIXTURE UNITS
Future Retail/ Service Sink 3 2 6
Drinking Water Fountains 4 0.5 2
FIXTURES WOMEN FIXTURE UNITS
Sinks 6 2 12
Water Closet 5 4 20
FIXTURES MEN FIXTURE UNITS
Sinks 4 2 8
Urinals 3 2 6
Water Closet 3 4 12
66
52

53. DF
1½” PVC
1½” PVC DF
Pipe
Pipe
N
Men’s Sink Women’s
Sink Restroom Restroom
Women's
Men’s Restroom
Restroom
DF
1½”
Lobby
Meter
DF
WM
WM DF
DF
Retail Services
Sink Sink
1½”
Backflow
Preventer
Retail Services
Sink Sink
53

54. FIXTURES PIPE SPECS
Demand Supply Pipe Size
FIXTURES TRAP SIZE (Inches)
(GPM) (Inches)
Future Retail/ Service Sink 1/2 0.5 1/2
Drinking Water Fountains 1 1/4 0.75 1/2
Sinks 1 1/2 0.5 1/2
Urinals 2 0.5 3/4
Water Closet 3 0.8 1
54

55. FIXTURES
55

56. STORM WATER DRAINAGE
CONCEPT
56

57. ROOF DRAINAGE CONCEPT
57

58. EXFILTRATION TRENCH
𝑉
𝐿=
𝐾 𝐻2 𝑊 + 2𝐻2 𝐷 𝑢 − 𝐷2 + 2𝐻2 𝐷 𝑠 + 1.39 ∗ 10−4 𝑊𝐷 𝑢
𝑢
Where:
D = Pipe Diameter: 18”
W = trench width = 4ft. (minimum)
H2 = depth to water table = 4ft.
Du = non-saturated trench depth = 4ft.
Ds = saturated trench depth = 5ft.
V = volume treated (acre– inches) = 1.79 acre - inches
𝑓𝑡 3
s 5.0
K =0.00025
𝑓𝑡 2 −𝑓𝑡 ft
L = length of trench (feet): 70 ft.
Total Length with Safety Factor: 70 ft * 2 =
140 ft 4.0
58

59. 59

60. LANDSCAPING
60

61. 61

62. VEGITATION
LIVE WALL CROSS VINE
$3 Per Plant
62

63. VEGITATION
WALK PATH LEATHER FERN
$0.75 EACH
63

64. CARPET
$108.00 PER PALET
64

65. HVAC
65

66. Future Retail Space = 1,197 ft2
Tickets and General Offices = 1,042 ft2
Restrooms = 123 ft2
Total Square Feet (ft2) = 2,400 ft2
≈1,200 ft2
From HVAC Software:
24,000 Btu’s 3.0 - 3.5 Tons
1977 CFM (Cubic Feet per Min)
66

67. 67

68. SKYMARK BY JOHNSON
$5,600.00 per Unit
2 UNITS REQUIRED
FOR THE DESIGN
2-20 TON
13 to 15 SEERS
TOTAL COST:
$5,600.00 * 2 = $11,200.00
68

69. LEED
69

70. 1) SS: 20 of 26
2) WE: 6 of 10
3) EA: 22 of 35
4) MR: 7 of 14
5) IEQ :14 of 15
Total =64 Points
70

71. 71

72. COST
72

73. RS Means Cost Estimator
• Substructures - $ 101,000.00
• Shell - $ 975,500.00
• Interiors - $ 578,000.00
• Services - $ 1,016,500.00
• Sub-Total - $ 2,671,000.00
• Contractor P&O $ 668,000.00
• A/E $ 233,500.00
Total Cost
$ 3,572,500.00
73

74. ACKNOWLEDGEMENTS
• Dr. Daniel E. Meeroff
• Dr. Frederick Bloetscher, P.E.
• Mr. Albert Muniz, P.E.
• Mr. Ed Small
• Mr. Richard Lindenberg
74

75. ?
75