Pivoting Radial Connection | Portfolio + Technical Report

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Wong Mun Hong

Schematic Design

1001746574

Pivoting Radial Connection My concept behind the design is to include the old world architecture that sentul has through the usage of arches and implementing them into the connection in bringing up the importance of a healthy lifestyle by educating the residents of sentul with this building

This is to evoke a sense of nostalgia within them so that they would appreciate the rustic architecture of sentul that is slowing fading away due to current developments

Design Approach The pivoting action of sentul depot longitudinal form to embrace the Form

visual connection

development of

between the major

both buildings

residential areas

Form variations and spatial planning

Sectional sketches of both buildings

Some of the previous considerations regarding the longitudinal plan of sentul depot as ell as its form superimposed with it

Perspective Sketches

Materiality To generate the old world charm of sentul depot and klpac, which was also the main building material

bricks Weathered steel that gives off a reddish brown hue which goes well with the tone of bricks

corten

Makes up the foundation, the floor slabs and a small part of the walls

concrete As an accent material that contrasts between the rich reddish brown hue of bricks and corten steel

dark iron

Material Specification

Foundation

Floor

Wall System

Wall System

Roof

System

System

(Main)

(Second)

System

Reinforced

Concrete

Brick

Steel &

Corten

Concrete

Floor w.

Arch

Concrete

Steel w.

Ground

Cement

Facade

Columns w.

Glass

Beam

Screed

Glass

Skylight


Wong Mun Hong

Schematic Design

1001746574

Pivoting Radial Connection

Selected Spaces

Ground Floor Plan

West

East First Floor Plan

North Elevation Library

Second Floor Plan

Courtyard Graden

South Elevation

East Elevation

Roof Plan

West Elevation


Natural Lighting

Artificial Lighting Natural lighting is the usage of daylighting in setting the mood and illumination of a particular space, as it takes advantage of the light emitted from the sun which reduces energy consumption

Artificial lighting as the name suggests is the illumination of

Buildings with natural lighting

spaces with lighting fixtures that

implemented in them usually

require electricity

have strategically place openings to capture sunlight

It is deemed required during

that illuminates each space

gloomy weather or at night when

aesthetically and pratically

sunlight is absent

Implementation on Design My building places quite a heavy emphasis on the usage of natural

The morning sun illuminates the east elevation of

light through the arch facade of the main building, skylights and

my building, and the arch facade provides a

voids throughout the whole building

window to allow natural light to flood the building space making it feel light and airy while omitting the dependence of artificial lighting

Natural Lighting 1

Library

3

Lounge

5

Courtyard Garden

2

Library

4

Elevated Walkway Garden

6

Courtyard Garden

1

West

2

4

3

lighting on section a-a

6

5

East


Natural Light

Natural Light

Library

Courtyard Garden

9am

5pm

9am

5pm

UBBL

UBBL

Clause 39, minimum daylighting requirement of 10% of floor area

Clause 39, minimum daylighting requirement of 10% of floor area

Calculations

Natural Light Provided

Calculations

Natural Light Provided

Natural lighting requirement

Arch Facade = 47.79m^2

Natural lighting requirement

Glass Facade = 38.4m^2

Total floor area x 10%

Skylight = 86.24m^2

Total floor area x 10%

Skylight = 30m^2

= 446.63m^2 x 10%

Total = 134.03m^2 > 44.66m^2

= 146.3m^2 x 10%

Total = 68.4m^2 > 14.6m^2

= 44.66m^2

In compliance

= 14.6m^2

In compliance

Artificial Light

Artificial Light

Library

Courtyard Garden

Light Point

Focus L900

Light Point

Focus 2

Calculations

Calculations


Ventilation Study Cross Ventilation

Artificial Ventilation Cross ventilation is considered as a natural method of cooling spaces within a building, as it only relies on wind to force cool air into the building while expelling the hot air at the same time

Buildings that implement cross ventilation are generally design to have big openings and multiple voids to emphasize the effect of

Artificial ventilation is

Buildings with artificial

derived from being

ventilation tend to focus

dependent on artificially

towards the enhancement of

produced wind, mostly from

comfort of the users with a

fans and air conditioning

higher energy consumption

natural ventilation

compared to those with cross ventilation

Implementation on Design My building encapsulates both natural, cross ventilation as well as artificial ventilation

This is to provide ample comfort towards the users while

2

maintaining a low carbon footprint from over dependence on artificial ventilation

3

4

5

1 It embraces the arch design as its facade which serves a double purpose as well as which is to allow plenty of airflow within the building vertically and horizontally

main foyer

arch facade outdoor

2

lounge

3

courtyard garden

4

office & management

5

inside sentul depot

cafe

6

inside sentul depot

central garden

7

glass facade concrete facade

7

1

sports facilities

steel column facade

6

Cross Ventilation Implementation

ground floor plan Artificial Ventilation Implementation

airflow on section b-b

airflow on section a-a artificial ventilation for office block

airflow on section b-b


Ventilation Study Natural Ventilation

Natural Ventilation

Library

Courtyard Garden

Wind Direction

Wind Direction

From North to South

From North to South

UBBL

UBBL

Clause 39, minimum natural ventilation requirement of 10% of floor area

Clause 39, minimum natural ventilation requirement of 10% of floor area

Calculations

Natural Ventilation Provided

Calculations

Natural Ventilation Provided

Natural ventilation requirement

Arch Facade = 47.79m^2

Natural ventilation requirement

Skylight = 30m^2

Total floor area x 10%

Front Facade = 56.6m^2

Total floor area x 10%

Total = 30m^2 > 14.6m^2

= 446.63m^2 x 10%

Total = 104.39m^2 > 44.66m^2

= 146.3m^2 x 10%

In compliance

= 44.66m^2

In compliance

= 14.6m^2

Artificial Ventilation

Artificial Ventilation

Library

Courtyard Garden

Daikin Spec Sheet

Calculations

Calculations


A water supply system is considered to be one of the most important infrastructures for a country to advance and develop into a first world country

Water Supply System

Direct Water Supply

Indirect Water Supply

Direct water supply system is when

Indirect water supply system is

the pipeline in a building is

much more complex than its direct

directly connected to the mains

counterpart, which has a water

and each of the faucets and

cistern located around the roof

water outlets are dependent on

level of a building

the pressure from the rising mains This is to ensure even water Less pipework is needed in this

pressure throughout the building

configuration compared to its

with the help of gravity, however

indirect counterpart, however,

more pipework is to be laid as

there will be no supply of water at

each water outlet needs to be

all during a water shortage

connected to the cistern

Implementation on Design Due to my building being a library, co-working space as well as a courtyard garden with basic water outlets such as toilets and sinks, direct water supply is much preferable

The ground floor plan shows the pipework of water supply from the mains along the road, then it passes through a water meter located around the parking area before going to their respective outlets which are the toilets and sinks

water supply system on ground floor plan

With all of the water outlets on the ground floor connected to the mains, the water supply pipework is then laid vertically to connect those that are on the first floor

Due to the toilets and sinks being in almost the same position on both floor plans, it is quite easy to connect them

Individual

Lavatory

Urinal

Wash Closet

Fixtures

(1 fixture)

(2 fixtures)

(2.5 fixtures)

1/2"

1/2"

1/2"

Min. Pipe Diametre

Below is the water supply system on a sectional view of

water supply system on first floor plan

the building, and is 750mm beneath the ground line which is the standard depth for water supply pipework

water supply system on section a-a


A sewerage system is also an important

Sewerage System

infrastructure when it comes to disposing and the treatment of wastewater from a huge number of sources

There are two types of sewerage

Sewerage System

The standard sewerage system is connected with a series of

Storm Sewer System

name suggests collects rainwater from drain inlets and disposes

of wastewater from various

them into rivers. Unlike normal

plant for processing and the

system and the storm sewer system

The storm sewer system as its

pipework to allow the collection

fixtures and inlets to a treatment

systems mainly the normal sewerage

sewerage, they do not require any treatment

filtration of wastewater into clean usable water

Implementation on Design Since my building only has minimal water outlets, the ones being wash closets and sinks, a fairly simple sewerage system is required with the inclusion of a septic tank before connecting to the sewer mains along the road

The connection of the sewerage system is pretty much straight forward while being concerned about its placement so that it has a 3m gap between the water supply line

The sewerage system connects all of the toilets and sinks on the ground floor in a straight forward way

sewerage system on ground floor plan

Also, similar to the water supply system, the toilets and sinks are almost at similar locations on the ground floor and the first floor, therefore the pipework for the sewerage system is petty much straight forwards as well

It is just that the sewerage downpipes are located in a different location, away from the water supply downpipes

Sewer

Chamber

Manhole Type M

Diametre

Diametre

Max Depth (m)

450

1350

3.75

Below is the sewerage system on a sectional view of the

sewerage system first floor plan

building, and it is 3750mm beneath the ground as it is a must to have a 3m separation between the water supply and sewerage lines to prevent contamination

sewerage system on section a-a


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