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Mini Mall Design

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  1. Mini Mall Design Submitted by: DalyaDawoud Dina SaadEddien Yusra Abu Ghdaib Supervisor : MoayydSalhab

  2. Connection • In previous semester • Inspiration of the Idea - Historic . - Economic . -Scientifically : Integration between the architectural, environmental, construction and internal systems elements

  3. Quick View • Project Location properties. • Project location . • The surrounding area .

  4. Architectural view • Total ground Area : 4915 m2 • Used Area :2800 m2 • Total area of the mall : 18540 m2 • The area distributed to 4 floors and 2 basements for parking. • Each floor area is about 2800 m2 & Each basement area 3670 m2 ). • Cars absorbed : 148 cars . • external parking 24 cars, and internal parking 2 basement floor each accommodate 62 cars .

  5. Major architectural elements have been designed • Entrances : • North main entrance . • West side entrance . • South behind entrance . • The first 3 floors are commercials • about 30 shops including 2 galleries and a hypermarket • The forth floor is Entertainment • 2 restaurant , 1 coffee shop , entertainment games hall , bowling hall. • Major channel for the horizontal motion • Vertical motion elements : 2 Internal concrete stair , 4 Elevators , 1 Electric stairs . • Contained 42 water closet .

  6. Master Plan

  7. Basements and Car movement Design First Basement Second Basement

  8. Ground floor

  9. First Floor

  10. Second Floor

  11. Third Floor

  12. Design Principle External Wall Section Internal Wall Section

  13. Noise Treatment Acoustic panel material made of pressed organic fiber with an inorganic binder can be used as ceiling tile and wall panels Isolated of the parking can be achieved by using the acoustical block called Helmholtz.

  14. Speaker Design Interior communication system is necessary in the Mini Mall . mounted speakers will be used. Speakers were distributed in corridors and other rooms. It distributions to make well-coverage area in any place in the Mini Mall

  15. Elevations North Elevation

  16. East Elevation Vertical shutters

  17. West Elevation Vertical shutters

  18. South Elevation louvered shutters cantilever

  19. Sections A-A B-B

  20. Structural Design

  21. Structural Design Principle • ACI-318,2005 (American Concrete Institute) code is used as a reference for design . • Compressive strength of concrete(fc)= 280 Kg/cm2. • Yielding strength of steel (fy)= 4200 Kg/cm2. • soil allowable bearing capacity is 300 kg/cm2. • Loads • Dead load 623 Kg/cm2 • Live Load 500 Kg /cm2 • Superimposed 350 Kg/cm2 • Wu = 2000 Kg/cm2

  22. Seismic design • The seismic load in this project is as per Unified Building Code(UBC 97),Response & Spectrum method used to apply the seismic load. • Location conditions used to apply the load are: • Zone factor (Z) = 0.2 • Soil profile is Sc • Seismic coefficient soil type ( Ca ) = 0.24 • Cv = 0.4 • Response factor (R) = 5.5 • I: Importance factor = 1 (As per UBC code)

  23. Full Details Structural calculated part • The building separates into two parts by structural beak . • The circled part taken .

  24. Model Checks Compatibility check, T = 0.84 Building weight check Manual weight : 1458.8085 ton Weight From SAP :1422.2 ton Error = 2.5% Columns weight check: Error = 0.185% Beams weight checks : Error = 0.45 %

  25. Footings and Tie beams Plan Footings And Tie beams

  26. Footings Details F1 F2

  27. F3 F4

  28. Tie beams

  29. ColumnsAll columns are 70 cm diameter

  30. Slab Principle • Maximum span = 8 m • Slab depth = 35 cm • Two way ribbed slab is used • Equivalent depth 25 cm as a solid slab during SAP • Slab beam are (80 * 35 cm ) and (100 * 35 am )

  31. Two way ribbed slab

  32. Slab beams distribution

  33. Slab beams Details B1

  34. B3

  35. Electrical design

  36. Internal Lighting • Number of lighting units used depends on Luminance required . • 500 (lux) for shops . • 200 (lux) for restaurants . • 100 (lux) bathrooms • 150 (lux) parking . • louvered recessed (module ) Luminaire 40-50) is used & 6 of F72T8 lamp type used with 2550 lamp flux in shops . • FC16T10 with 2300 lamp flux used in corridors

  37. Sample Distribution Of lighting

  38. Lighting in parking

  39. Shaft for vertical distribution lighting control room

  40. Sockets distribution Sample Separated control panel for each shop suitable sockets for each shop

  41. Ground floor electric cables area

  42. Photo’s taken by dialux

  43. Mechanical systems

  44. Drainage System design Total fixture units in this building =646 . Flush valve is used

  45. Third floor

  46. Second floor

  47. First Floor

  48. Ground Floor

  49. Ground Floor drainage details