7 Mini Mall Design. Connection Quick View Architectural view.
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Transcript of 7 Mini Mall Design. Connection Quick View Architectural view.
7Mini Mall Design
Submitted by:
Dalya Dawoud
Dina Saad Eddien
Yusra Abu Ghdaib
Supervisor :
Moayyd Salhab
Connection In previous semester Inspiration of the Idea
- Historic .
- Economic .
-Scientifically : Integration between the architectural, environmental, construction and internal systems elements
Quick ViewProject 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 .
Master Plan
Basements and Car movement Design
First Basement Second Basement
Ground floor
First Floor
Second Floor
Third Floor
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
7Structural Design
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 coeffi cient 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
Footings and Tie beams Plan
Footings Details F1 F2
F3 F4
Tie beams
Columns All columns are 70 cm diameter
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 )
Two way ribbed slab
Slab beams distribution
Slab beams Details B1
B3
Electrical design
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
Sample Distribution Of lighting
Lighting in parking
Shaft for vertical distribution
lighting control room
Sockets distribution Sample
Separated control panel for each shop
suitable sockets for each shop
Ground fl oor electric cables area
Photo’s taken by dialux
Mechanical systems
Drainage System design
Total fixture units in this building =646 .
Flush valve is used
Third floor
Second floor
First Floor
Ground Floor
Ground Floor drainage details
Water supply system Total fixture units in the building =
508.
We used 2 main risers (vertical pipes) each riser of 3” diameter.
We need about 3 m3 tank size.
Third floor water supply
HVAC system The method which has been used in the
calculations is cooling load temperature difference method.
type of cooling and heating system is fan coil unit
Its assumed 4 PM in June is the peak our for the cooling calculation.
Ground floor
HVAC details
Fire resisting Automatic system centralized was
selected in this building, the smoke.
Alarm sound throughout the mall .
There are two stairs in the project which is considered as emergency exist.
We use Degree of hazard on the room method
We used sprinklers system in all shops .
We consider high hazard rooms ( area per
Sprinklers 9m2 , max distance
between it 3.7m
Foam should be used in parking .
Ground floor sprinkles distribution