Mini Mall Design Submitted by: DalyaDawoud Dina SaadEddien Yusra Abu Ghdaib Supervisor : MoayydSalhab
Connection • In previous semester • Inspiration of the Idea - Historic . - Economic . -Scientifically : Integration between the architectural, environmental, construction and internal systems elements
Quick View • Project Location properties. • Project location . • The surrounding area .
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 .
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 .
Basements and Car movement Design First Basement Second Basement
Design Principle External Wall Section Internal Wall Section
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.
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
Elevations North Elevation
East Elevation Vertical shutters
West Elevation Vertical shutters
South Elevation louvered shutters cantilever
Sections A-A B-B
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
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)
Full Details Structural calculated part • The building separates into two parts by structural beak . • The circled part taken .
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 %
Footings and Tie beams Plan Footings And Tie beams
Footings Details F1 F2
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 )
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
Sockets distribution Sample Separated control panel for each shop suitable sockets for each shop
Drainage System design Total fixture units in this building =646 . Flush valve is used