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