Project Management Project 1

BLACK Sdn Bhd

School of Architecture, Building & Design

Bachelor of Science (Hons) Architecture

PROJECT MANAGEMENT

(MGT60403/ARC3612/ARC3614)

PROJECT 1: DEFINING AND DOCUMENTING A PROJECT

PROPOSED RECREATIONAL DISTRICT

Clement Chen Kit Seong 0319574

James Tay Ja Chuen 0322210

Janice Lee Juen Yung 0318695

Kong Xhiang Lynn 0317730

Hariish Kumar A/L Thiagaraja 0318852

Adam Tan Yen Sheng 0317750

Tutor: Ar. Sateerah

BLACK Sdn Bhd

1.0 INTRODUCTION

1.1 Company Profile

2.0 PRELIMINARY STUDIES

2.1 Client’s Brief

2.1.1 Client’s Profile

2.2 Project Objectives & Requirement

2.3 Site Analysis

2.3.1 S.W.O.T Analysis

3.0 PROJECT MANAGEMENT

3.1 Success Criteria

3.2 Success Factors

3.3 Work Breakdown Structure

3.4 Gantt Chart

3.5 Pert Chart

4.0 ARCHITECTURAL

4.1 Conceptual Design

4.1.1 Design Statement

4.1.2 Precedent Studies

4.1.3 Conceptual Ideas

4.2 Site Study and responses

4.2.1 Site Analysis

4.2.2 Design Development

4.3 Architectural Drawings

4.3.1 Site Plan

4.3.2 Plans

BLACK Sdn Bhd

4.3.3 Elevations

4.3.4 Section

4.4 Green Building Index

4.4.1 GBI rating

5.0 INTERIOR & LANDSCAPE PLANNING

5.1 Interior Design

5.2 Landscape Planning

6.0 CIVIL + STRUCTURAL ENGINEERING

6.1 Container

6.2 Structural System

6.3 Roofing System

6.4 Drainage

6.5 Design Development

7.0 MECHANICAL AND ELECTRICAL ENGINEERING

7.1 Lighting

7.1.1 Electrical Layout

7.1.2 Type of Lighting, Switch and Socket

7.1.3 Lighting Demonstration Rendering

7.2 Mechanical Ventilation

7.2.1 Cassette Type Air-Conditioning

7.2.2 AC Indoor Unit and Outdoor Unit Layout

7.2.3 AC Indoor Unit and Outdoor Unit Schematic Diagram

7.3 Cold Water Supply System

7.3.1 Cold Water Layout

7.3.2 Cold Water Schematic Diagram

7.4 Stormwater and Drainage System

7.4.1 Stormwater and Drainage System Layout

7.4.2 Stormwater and Drainage Schematic Diagram

7.4.3 Stormwater and Drainage System Components

7.4.4 Rainwater Harvesting System

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7.5 Sewage System

7.5.1 Sewage System Layout

7.5.2 Sewage System Schematic Diagram

7.6 Fire Protection System

7.6.1 Wet Pipe Sprinkler System

7.6.2 Sprinkler Head and Emergency Light Layout

8.0 QUANTITY SURVEYING

8.1 Location of Site

8.2 Container

8.3 Elemental Cost Breakdown

8.4 Construction Cost

8.5 Summary

BLACK Sdn Bhd

BLACK Sdn Bhd

1.1.COMPANY PROFILE

In the era of globalization and competitive sphere of property development, one name

has consistently been a trail blazer, setting the trends for others to follow. The balance

between quality and quantity is what Black Sdn Bnd is specialized for. Founded by six

members namely Clement Chen, James Tay, Janice Lee, Xhiang Lynn, Hariish Kumar and

Adam Tan the company has been the pioneering force behind the rapidly development

of Klang Valley, with developments that span the residential, retail, commercial,

education and hospitality sectors. The company's focus is to provide affordable

developments in conjunction with green features and sustainable design that emphasizes

on resources conservation. Therefore, we are driven to work with the best consultants

on the market to produce high quality service and developments to the society and to

our progressive image as a developer.

1.2 COMPANY VISION

• To produce ecofriendly buildings of excellence to total customer satisfaction

• Continually improve the effective of quality management system and satisfy applicable

requirements.

• To deliver projects built on world class values - On time every time

• To building relationships forever with customer on the solid foundation of trust

BLACK Sdn Bhd

1.3 COMPANY MISSION:

The mission of BLACK SDN. BHD. is to be the most successful project firm in Selangor.

BLACK SDN. BHD. We aim to maintain a full-time staff of well-trained professionals

who continually strive to provide top quality service for their individual Clients and

customers. BLACK SDN. BHD is a creative, innovative, and people-oriented organization

providing individual opportunity, personal satisfaction and rewarding challenges to all

members of the firm.

BLACK Sdn Bhd

1.4 INDIVIDUAL PROFILE

,

Mr Clement Chen is an established project manager with

more than 7 years of experience in this field. He was the

Project Manager & Assistant Architect for many other

projects later on such as, Apple Campus by Norman

Foster Architect and locally the project manager of KL

2017. Currently, he is moving towards a new direction in

the building industry and has worked with Malaysian

government in the 1MDB project worth more than

RM2.6bill and has an in-depth knowledge of statutory

procedures, guidelines and policies.

Education:

- Foundation in Natural & Built Environments

- Bachelor of Science (Hons) in Architecture, Taylor’s University

- Doctor of Philosophy (PhD) in Project Management, University of Birmingham

Professional Experience:

- Assistant Architect. Foster + Partners

- Project Manager, Apple Campus

- Project Manager, 1MDB Project

- Project Manager, KL 2017

- Project Manager, Taylor’s Recreation District 2018

Responsibilities

- Ascertain client’s exact requirements

- Analyzing and managing project risk

- Cost estimating & developing budget

- Monitoring Progress

- Activity & resource planning

BLACK Sdn Bhd

Born in Petaling Jaya. Ambitious and talented at a young age.

Excelled in Degree studies and also PHD. to become one of the

youngest certified architect in Malaysia by the year 2015. By

the end of the year 2015, his very own architecture firm is

established and has successfully designed multiple urban and

suburban projects as well as commercial projects.

Education:

- Taylor's University Lakeside Campus

(Foundation in Natural and Built Environments)

- Harvard University, United Kingdom

(Bachelor of Science in Architecture)

- Harvard University, United Kingdom

(Masters in Architecture)

- University of Adelaide, Australia

(PHD in Architecture)


- 5 years experience as a Senior Office Architect in Bjarke-Ingels Group

- 15 years experience as an Architect in Zaha Hadid Architects

- Currently running James Tay & Co. Architect Sdn Bhd.

Responsibilities

- Customer service and retention

- Design, plan and develop

- Research and knowledge

- Provide strategic advice to client

- Help client to achieve their objective

- Meets client expectations on performance and design quality.

BLACK Sdn Bhd

, .

Born and raised in the heart of Malaysia, Kuala Lumpur. Have been

practicing accountancy and quantity surveying for the past 20

years. Striving to be the top Quantity Surveyor in Malaysia.

Received multiple awards locally and internationally. Some of them

were the Prestige Accountancy Gold Award in Europe, Top

Quantity Surveyor in the year 2017 and The Youngest Influencer

in Malaysia for the year 2017.

Education:

- Stockport College, United Kingdom

(Diploma in Construction and the Built Environment, Triple Grade Distinction)

- The University of Salford, United Kingdom

(Bachelor of Science in Quantity Surveying)

- University of the Witswatersrand Johannesburg

(Doctorial of Science in Quantity Surveying)


- Assistant Quantity Surveyor for The GB Group to build a new school in

Warrington, United Kingdom for 4 years.

- Estimating Assistant for Pochin's PLC for tendering projects for 2 years.

- Senior Quantity Surveyor for McLaren Construction Group for 2 years.

- Currently running JLJY Consultants Sdn Bhd while partnering Team Ohana Sdn

Bhd.

Responsibilities

- Conducting feasibility studies to estimate materials

- Preparing, negotiating and analysing costs for tenders and contracts

- Advising on a range of legal and contractual issues

- Working to keep the project within the budget.

BLACK Sdn Bhd

, Mechanical Engineer.

Mechanical engineer with more than 15 years of experience

specializing in feasibility studies, Design and Supervisor of

Construction for:

Air-Conditioning & Mechanical Ventilation Systems, Plumbing

Systems, Electrical & Communication systems, Fire Protection

Systems and more

Education:

Tokyo University, Japan (1998-2002)

Bachelor of Mechanical Engineering

Bachelor of Electrical Engineering (double major)


Airbus, France (2003-2008)

Assistant Engineer

NASA, USA(2008-2015)

Senior Engineer

Black Sdn. Bhd. (2015-current)

Mechanical & Electrical Engineer

Responsibilities

Air-Conditioning & Mechanical Ventilation System

Electrical Services (Lighting)

Stormwater Drainage System

Innovative Water Technology, Rainwater Harvesting System

Innovative Solar Energy Solution, Solar Energy System

BLACK Sdn Bhd

,

Born in Kuala Lumpur,an Interior Designer with more than 10 years of

experience.Nandos branches in Malaysia all the way to Mid Valley had

been worked on.His design always intends to complement the

architecture through his unique vision.

Education:

- Taylor’s University,Malaysia

Foundation in Natural and Built Environments

- Taylor’s University,Malaysia

( BA Hons in Interior Architecture)

- University of Oxford,United Kingdom

( Masters in Interior Architecture)


- 5 years experience as Assistant Interior Architect in GDP Architects

- Senior Lecturer for Interior Architecture in University of Deakin,Australia

- 3 years Landscape assistant in Seksan Landscape

- Partner in the Interior Design wing of Black Sdn. Bhd.

Responsibilities

- Interior Designing

- Analysis of Taylor’s University Interior

- Pre visualisations ( Rendering )

- Landscape Design Planning

BLACK Sdn Bhd

,

Born in the little town of Georgetown, Penang. He has shown great

promise at a young age, as he excelled through his Degree and

Masters studies. Being recognized as one of the top upcoming

engineers in Malaysia. He constantly strive to be the best, and it

has shown in his works producing at a certain level of finesse and

integrity. Having more than 5 years working experience in the field

of infrastructure.

Education:

- National University of Singapore

- Bachelor of Engineering (Civil Engineering)

- Bachelor of Engineering (Environmental Engineering)

- Massachusetts Institute of Technology

The Master of Engineering (Civil and Environmental)


- Perunding YAA Civil & Structural Engineering Consultancy (2009 - 2015)

- 2 years as Assistant Civil Engineer, 4 years as Senior Civil Engineer

- Part-time McDonald's employee (2015)

- Black SDN. BHD. (2016 - Current)

- Civil & Structural Engineer

Responsibilities:

- Site Surveying

- Coordinate with client

- Vendor Development

- Structural System (Container Properties ,Foundation, Steel Structure Detail, Roof)

- Structural Detail (Container Connection,Bracing, Insulation)

- Structural Drawings

BLACK Sdn Bhd

1.5 ORGANIZATIONAL CHART

BLACK Sdn Bhd

BLACK Sdn Bhd

2.1 CLIENT PROFILE

TAYLORS LAKESIDE UNIVERSITY

AR SATEERAH

Our client Taylors’ University has selected BLACK SDN BHD among few other

companies to propose a new recreational district for the upcoming Architectural

Workshop in 2018. The purpose is to manage and facilitate any future outdoor activities

for staff and students, as this will create a common bond within the campus community.

2.2 PROJECT OBJECTIVES AND REQUIREMENTS

OBJECTIVES

1. To become a Design Innovative & Excellence Centre

2. To encourage the community to be appreciative towards arts and technology

3. To promote excellence to a higher level

PROJECT REQUIREMENTS

As a start, the ‘Recreation District’ will be used for the upcoming Architectural Workshop

to be held at the University compound in August 2018. As such, it needs to be carefully

planned and implemented to its completion before August 2018.

1. Budget allocation: RM1,500,000.00 (not inclusive of professional fees)

2. Site requirements: Size 600m2

3. Spaces to be provided –

- Indoor and partially outdoor

- Office (max 3 person)

- Lounge Toilets (2 units each M/F)

- Indoor/outdoor recreation area (darts, carom, congkak, table tennis, table games –

monopoly, scrabble etc.

- Cafeteria (20 people)

- Magazine corner

4. Structure: Light weight, fast construction (container design is allowed)

5. Materials Insulated: wall Finishes, fixtures with good quality and workmanship

6. Existing condition: Existing large trees to remain undisturbed Existing parking to be

rearranged

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7. Theme: Contemporary Low energy (natural ventilation, lighting) Reusable energy

(rain water harvesting)

8. Mechanical requirements: Air Cond (only if necessary) Low energy light fittings

9. Landscape: Trees, shrubs (for boundary) Turf Outdoor tiles/paving

2.3 SITE ANALYSIS

KEY PLAN

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LOCATION PLAN

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SITE PLAN

SITE B

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2.3.1 SWOT ANALYSIS

SWOT Analysis is conducted and the findings are as follows:

Strength of the site

- Lake View

- Strategic location beside the Syopz Mall

- Accessibility

Weakness of site

- Poorly shaded

- Bumpy surface

- Noise Pollution from road (Jalan Taylors)

Opportunities of site

- Strategic location with great view and Accessibility

- Freedom of orientation from Sun & Climate

Threats of site

- Flooding during heavy rain

- Pollution from vehicles and smoking area

BLACK Sdn Bhd

BLACK Sdn Bhd

3.1 SUCCESS CRITERIA The success criteria of the project is to produce a design which exceeds client's expectations and satisfaction, constructed within six months and within the budget not exceeding the preliminary cost as agreed with the client.

PROJECT MANAGEMENT CONSTRAINTS The project manager is tasked with meeting the expectations of the project stakeholders The challenge is to identify their interests and define clear objectives and boundaries. based on the three core dimensions of scope, costs, and time.

BLACK Sdn Bhd

QUALITY The following are conditions laid out as a benchmark to ensure quality and success of the project is attained:

1. Proper structure used for the design based on calculations and

recommendations 2. Proper design for carpark in accordance to By-Laws with integration of

landscaping and views of the lake. providing a good overall experience for users

3. Minimal injuries and casualties during the construction process to prevent delays and maintaining a good reputation of the company.

4. Proper implementation of used shipping containers as building materials. 5. Carefully planned building with abundant aesthetic for a pleasant experience

for users 6. The completed project is well equipped with sustainable features in term of

the selected materials in assurance of proper hygiene and refinement works 7. The complete project has no unwanted construction defects. which has been

carefully planned by the professionals in field at all time. 8. The completed project achieves or exceeds client's satisfaction and

expectations

TIME

The project is to be completed within six months to avoid higher exposure

and risk In ensuring a successful project delivery. the following conditions

are to be met during the construction phase:

1. Transportation of materials and site monitoring is strictly adhered.

2. Construction workers are supervised company assigned contractors. architects

and engineers to ensure a consistent workflow. as well as ensuring wellbeing.

3. Construction and installations of building components are to be completed as

scheduled in Gantt Chart.

4. Weekly Client-Consultant Meetings is held to ensure project is on schedule and

on time.

5. Regular consultants meeting held internally between all consultants to discuss

and quickly solve problems that may arise

6. Strict adherence to Gantt Chart throughout the course of the project

BLACK Sdn Bhd

COST

The success criteria of the project must be attained at the client's budget

that benefit both the stakeholder and the client.

1. Clear articulations of plan by consultants for optimized spending on resources by

introducing long term usable materials and by reducing. reusing and salvaging

materials for building structure and furniture’s.

2. The completed project should be attained locally and sustainable as per client's

requirement.

3. The cost must be achieved with client’s satisfaction that beneficial in long term.

4. Detailed calculations of cost and budget by Quantity Sun.-'eyor according to

estimated current market price of materials and the quality of materials

5. Renting less machinery through use of in-house machineries by the company.

SCOPE

The project is to adhere to the status of the schedule. control influences

that cause schedule changes and manage changes efficiently.

1. Consultants constantly review and rework when needed.

2. Produce proper and accurate estimation of the project in timescale and budget

3 Risk Analysis is carried out and kept at high priority. Constant high levels of

awareness of site safety and health precautions are carried out on site.

4. Schedule of project is constantly updated and rectified based on changes in the

project.

BLACK Sdn Bhd

3.2 SUCCESS FACTORS

3.2.1 KEY SUCCESS INDICATORS

Key Success Indicators are quantifiable measurements. agreed to beforehand. that reflects the critical success factors (of the company. department. project) To judge and evaluate the success rate of a project a list of milestones is identified and act as indicators. The indicators are generally classified into 4 stages: Pre-completion. Short term. Medium term and Long term. 1. Project Efficiency (Pre-completion) - Appropriate and conducive project planning

- Strategic time management

- Fair and balanced tasks distribution within team

- Positive team spirit

- Common tasks are well planned and developed

- Consistent work progress review

- Efficient risk management

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- Time all occasion for progress improvement (Float)

- Accurate estimation and proximity of project

- Consistent meeting scheduled for progress update

- Completion project falls within budget

2. Impact of Users (Short Term) - Achieves functional performance

- Favourable to users. increase in user number

- User's needs are satisfied and fulfilled

3. Business and Direct Success (Medium Term)

- Increase in business revenue

- lncrease in number of student enrolment

- Profit margin is rnet with clear justification

4. Future Business Opportunities (Long Term) - Widens business opportunities

- improves competitiveness against similar industries

- Creates new market

- improves capabilities and competency

BLACK Sdn Bhd

3.3 WORK BREAKDOWN STRUCTURE

A work breakdown structure (WBS). in project management and systems engineering.

is a deliverable-oriented breakdown of a project into smaller components. A work

breakdown structure is a key project deliverable that organizes the team's work into

manageable sections The Project Management Body of Knowledge (PMBOK 5) defines

the work breakdown structure as a ‘A hierarchical decomposition of the total scope of

work to be carried out by the project team to accomplish the project objectives and

create the required deliverables’

PRE-DESIGN DESIGN POST-DESIGN

3.3.1 PRE-DESIGN

Initiation

Mission & Vision

Project briefing

Budgetary Constraints

Schedule Constraints

3.3.2 Estimation

Site Survey

Site Analysis (SWOT)

Soil Survey

Outline Proposals

Design Requirements

Construction Study

Precedents Studies (Architecture)

Precedents Studies (Landscape)

Lighting & Ventilation Potential

Artificial Lighting

Mec. Ventilation Selection

Estimation Construction Costs

3.3.3 DESIGN

3.3.3.1 Architecture & Design

Design Outline

Programming

Conceptual Design

Alternative Evaluations

Schematic Design

Design Development

Detailed Specification & Design

3.3.3.2 Civil & Structural

Construction Schematic

Construction Method & Planning

Structural Integration

Structural Drawings

3.3.3.3 Mechanical & Electrical

Schematic M&E Layout

Water Harvesting System

M&E Integration

Drawings

3.3.3.4 Landscape

Schematic Landscape proposal

Landscape Integration

Landscape Drawings

3.3.3.5 Quantity Survey

Cost Update

Material Cost Breakdown

Cost & Budget Integration

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POST-DESIGN CONSTRUCTION POST-CONSTRUCTION

3.3.4 POST-DESIGN Authorities Submission Architectural Drawings Civil & Structural Drawings Mechanical & Electrical Drawings Bill of Quantities 3.3.5 Tender Tender Preparation Tender Advertisement & Call Tender Period Return of Tender Documents Tender Evaluation & Analysis Tender Interviews Tender Reviews Tender Awards

3.3.6 CONSTRUCTION

3.3.6.1Construction Planning & Preparation Site setting out Site preparation & Temporary works Earthworks Excavation for foundation Termite treatment 3.3.6.2 Underground Services (M&E) Water piping Toilet discharge pipes Electrical pipes 3.3.6.3 Structures Column Stump Container Placement Structural Works Flooring Walls Terrace Roofs and Screen R.C. Planter Casting Exterior & Roof Decking Window & Door installations 3.3.6.4 Services Wiring Lighting Rain-water Harvesting 3.3.6.5 Finishes Floor Finishes Detail Finishes Painting Works

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CONSTRUCTION POST-CONSTRUCTION HANDOVER

3.3.7 POST-CONSTRUCTION

3.3.7.1 Landscaping

Excavation for Water Bodies

Water Body Piping &

Services

Water Body Works

Casting of R.C. Benches & Planters

Timber Decking

Paving of Walkway

Vegetation Soil-works

Planting of Selected Species

Turfing

3.3.7.2 Authorities Inspection

Request for final Utilities inspection

Receive Road & Drainage inspection

Receive Sewage final inspection

Receive Fire Safety Inspection

Obtain Road & Drainage Clearance

Obtain Sewerage connection

Obtain Water Connection

Obtain Fire Safety & clearance letter

Final Approval from authorities

3.3.7.3 Issuance of CCC

PSP" supervises work accordingly

Forms GS duly filled and certified (TNB,

JPP, JKKP, BOMBA

"Roads & Drainage. Water)

CCC issued by PSP

Certificate of Completion & Cornpliance

"Principal Submitting Person

Handover Building User-guide

Up-to-date Testing and Commissioning Data

Certificates and warranties in respect of

works

As-built drawings from Consultants

Copies of Statutory Approvals. Waivers.

Consents. and Conditions

3.3.8 USE & AFTERCARE

Review of Project Performance

Analysis of Project Information for use on

future projects

Updating Project Information

3.3.9 HANDING OVER TO CLIENT

Collate warranties, Operation Manuals

& As-built drawings

Handover Health & Safety file

Handover Building Logbook

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3.4 GANTT CHART

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3.5 PERT CHART

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BLACK Sdn Bhd

4.1.1 Design statement

This recreation district is a new platform to manage and facilitate any future outdoor

activities for staff and students, as well as to create and strengthen common bonds within the

campus community. This recreational center will form a new chill out spot for students and also

provide a short getaway for students from their hectic study life, providing a more vibrant

university experience.

Shipping containers would be used for this project as it is abundantly available. It is also

a green alternative to the traditional building materials. Furthermore, shipping containers are

easy to manipulate, cost efficient and allows for fast construction yet still being very durable and

also aesthetically pleasing.

This recreation district responds to users by its variety of programs that it caters for as

well as the spatial layout of these programs as to how each space is very permeable to one

another yet creating spaces which have very different and distinct ambience to one another.

Every floor is filled with activities which liven up the atmosphere such as active sports

and also passive sports which instills a strong sense of excitement in users whenever they are

in this center.

BLACK Sdn Bhd

4.1.2 Precedent Studies

Urban Rigger

Urban Rigger is a student housing

designed by bjarke ingels, the

scheme provides affordable and

sustainable homes for young

academics studying in

copenhagen, denmark. The building

is of carbon neutral property made

from upcycled shipping containers

and is of a stack design on a floating

platform. It has a total of 15 studio

residences over two levels and

internal shared open courtyard in the

centre. This courtyard, besides acting

as a garden, also has the intention of

protecting the houses from rising sea

levels. Furthermore, these containers

were stacked in a hexagonal fashion

and orientated to its best angle to

provide panoramic and best views.

Figure 4.1.2.1 shows images of urban rigger

https://www.designboom.com/tag/bjarke-ingels-group-big/

https://www.designboom.com/tag/architecture-in-denmark/

https://www.designboom.com/tag/shipping-container-architecture/

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Creating the courtyard

Containers are arranged into a triangular

composition to frame a central courtyard.

Thus, building footprint is minimised while

opening views to water

Creating connections

By detaching the corners slightly, a hexagonal

courtyard with open corners takes form,

creating a connection between communities

and allowing for further expansion

Multi-level connections

Another layer of container units completes the

circle, forming a hexagon of overlapping

entities

Internal communities

Courtyards at the heart of urban rigger create

opportunities for community activities within

each unit. As weather in Denmark changes

drastically, gaps are closed with greenhouse

glass, minimising thermal exposure

Outward views

The hexagons combine in a variety of ways to

form different communities, focusing views in

all directions and creating clear and unique

views directed towards the sea

Figure 4.1.2.2 shows diagram analysis of urban

rigger

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Container Stack Pavilion

Container stack pavilion, designed by

People’s Architecture is located in Dong

Shan Ma Lu, China. This project consists of

shipping containers stacked and shifted in

plan and layered in elevation to maximize

rooftop views and shaded public areas on

the ground at the Container Stack Pavilion.

A 7.5 meter cantilevered box is the point of

entrance to the building’s upper level roof,

while the pavilion itself seems to extend out

toward bordering streets, showcasing its

interior activities. The ends of each container

are capped with full height windows,

allowing sightlines throughout the entire

building. Inside, a double height central

atrium is carved out where the two levels of

shipping containers overlap.

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Figure 4.1.2.4 shows an axonometric view including site contexts

Figure 4.1.2.5 shows Ground Floor plan

Figure 4.1.2.6 shows First Floor plan

Figure 4.1.2.7 shows Section 1-1

Figure 4.1.2.8 shows Northwest elevation

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4.1.3 Conceptual Ideas

Figure 4.1.2.8 shows a mood board with compilation of our conceptual ideas

These key images are shown to represent the concept of the designs through colour scheme,

program, landscape and material.

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4.2 Site Study and Responses

4.2.1 Site analysis

NOISE

A dual direction vehicular circulation occurs on

the site, which causes disturbance in acoustics

and visuals.

OBSTACLES

As the rear side is an uphill terrain, spaces

located higher will be directed to that view to be

able to observe what’s beyond the uphill terrain.

Therefore, spaces on the higher floors are more

open.

VENTITLATION

First floor is entirely open to receive natural wind

for stack and cross ventilation throughout the

building, reducing the need for mechanical

ventilation thus passive design achieved.

VEGETATION

The site is located on rocky uneven grounds, with

hard soil conditions and unpaved grounds

surrounding it, making pedestrian walking

experience unpleasant. Therefore, paved

walkways will lead people into the building, with

vegetation acting as a natural edge and a buffer

zone between the bare grounds surrounding our

site and our eventual building.

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VIEWS

We would take advantage of what seems to be

the most interesting view from the site which

would be to the lake, therefore, views from interior

spaces will be directed towards the lake view.

VISUAL CONNECTIVITY

Solid and void spaces create visual connectivity

in the building which promotes movement, hence

reducing the rigidity of the building

Figure 4.2.1.1 shows Site study and response

diagrams

4.2.2 Design Development

Central

A centralised design to incorporate a courtyard café and

space for a skate board park was explored.

Figure 4.2.2.1 shows initial design

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Stack

By stacking shipping containers on top of one another, a

multi layered building was developed which allows visual

connectivity to all spaces. Shipping containers would cater

different types of spaces such as a lobby, kitchen, office,

restrooms, video game room.

Figure 4.2.2.2 shows 2nd design development

Loop

By creating a “loop” circulation on the first floor, a more open

space is formed which aids in cross and stack ventilation

throughout the building to achieve a passive design in order

to reduce the need for mechanical ventilation.

Figure 4.2.2.3 final design development

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4.4 Green Building Index

4.4.1 GBI Rating The Green Building Index (GBI) is Malaysia's industry recognised green rating tool for buildings

to promote sustainability in the built environment and raise awareness among Developers,

Architects, Engineers, Planner, Designers, Contractor and the Public about the environmental

issues and our responsibility to the future generations.

The GBI rating tool provides an opportunity for developers and building owners to design and

construct green, sustainable buildings that can provide energy savings, water savings, a

healthier indoor environment, better connectivity to public transport and adoption of recycling

and greener for their projects and reduce our impact on environment.

Buildings will be awarded the GBI rating based on 6 criteria:

1) Energy Efficiency (EE)

2) Indoor Environmental Quality (EQ)

3) Sustainable Site Planning & Management (SM)

4) Material and Resources (MR)

5) Water Efficiency (WE)

6) Innovation (IN)

Green Building Index Assessment Criteria for Non Residential New Construction (NRNC)

Figure 4.4.1.1 shows GBI Rating of Excellence Centre

The GBI Non-Residential Rating tool evaluates the sustainable aspects of buildings that are

commercial institutional and industrial in nature. This includes factories, offices, hospitals,

universities, colleges, hotels and shopping centres. Of all six criteria that make up the GBI

rating, emphasis is placed on energy efficiency and indoor environmental quality as these have

the greatest impact in the area of energy use and well-being of all occupants and users of the

building. By improving on the efficiency of active (mechanical and electrical) systems as well as

incorporating good passive designs together with proper sustainable maintenance regimes,

significant reductions in consumed energy can be realised. This can lead to a reduced carbon

footprint and also offers long term savings for the building owners.

CRITERIA Max Points Points Achieved

Energy Efficiency 35 26

Indoor Environmental Quality 21 15

Sustainable Site Planning & Management 16 14

Material and Resources 11 9

Water Efficiency 10 8

Innovation 7 6

Total Points 78

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GBI Classification

Energy Efficiency (EE) improved energy consumption by harvesting natural lighting and

adopting the best practices in building services including proper testing, commissioning and

regular maintenance.

Indoor Environment Quality (EQ) achieved good quality performance in indoor air quality,

acoustics, visual and thermal comfort. These will involve the use of low volatile organic

compound materials, application of quality air filtration, proper control of air temperature,

movement and humidity.

Sustainable Site Planning & Management (MR) promoted the use of environment-friendly

materials sourced from sustainable sources and recycled containers. Proper construction waste

management, collection and re-use of recyclables and construction formwork and waste are

implemented.

Water Efficiency (WE) rainwater harvesting, water recycling for landscape watering.

Innovation (IN) innovation design of recycled containers and initiatives have met the objectives

of GBI.

Points GBI Rating

>86 Platinum

76 - 85 Gold

66 – 75 Silver

50 – 65 Certified

Figure 4.4.1.2 shows GBI points distribution

Building Category Non-residential New Construction

GBI Rating Gold

Figure 4.4.1.3 shows GBI Rating for Excellence Center

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5.1 INTERIOR DESIGN

5.1.1 Design Statement

The Recreation District to be a breakout space for students that is intended to give them

energy and boost their day.The function of the design is to generate excitement while

also coinciding with the existing design in Taylors University.

5.1.2 Investigation of current design at site

Use of bare finishes

The wall,ceiling and flooring are mostly left bare,showing the

rustic concrete look

Painted services

The services are visible and arranged nicely.Most of them

are left bare but some are painted to match the colour theme

of that area

Textures

The textures commonly used are white walls and

Bare concrete

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5.1.3 Texture Proposal

Colours used

The primary colours used matches the colour of the Taylors University logo.The red

colour also gives the energy the space is intended to give.The black and grey also

provides neutrality so that it can match the secondary colour.

Secondary colours

The secondary colours are to provide a release from the 3 colours to prevent a

monotone feeling in the building.Mild colours are used not to overpower the primary

colours.

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5.1.4 Flooring Proposal

Ground Floor Plan

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First Floor Plan

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5.2 LANDSCAPE PLANNING

5.2.1 Existing Landscape

Existing landscape conditions are pretty much barebones due to it being used as a

carpark currently.The condition has to be revised to match the new project.The

hardscapes and softscapes are to improve the condition of the site while

complementing the lake which is the central point of the site.

In this context, landscape design is divided into 2 categories:

on-containers and on ground

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5.2.2 Two categories of Landscape Design

YELLOW - ON CONTAINER

GREEN - ON GROUND

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5.2.2 On ground Landscape Design (Existing Condition)

Existing Condition

Hardscape :

1. Gravel

Softscape: -

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Total area : 187m2

5.2.3 On ground Landscape Design (Landscape Layout)

Proposed Landscape

Hardscape:

1. Walkway

2. Gravel

Softscape:

1.Trees

2. Carpet Grass

3.Shrubs

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Total area: 187m2

5.2.4 On ground Landscape Design (Hardscape and Softscape design)

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5.2.4 On ground Landscape Design ( Renderings)

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5.2.5 On containers Landscape Design (Landscape Layout)

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Proposed Landscape

Hardscape: -

Softscape:

1.Trees

2.Grass

5.2.6 On containers Landscape Design (Hardscape and softscape design)

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5.2.7 On containers Landscape Design (Landscape Layout)

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Proposed Landscape

Hardscape:

1.Plantar Box

Softscape:

1.Shrubs

5.2.8 On containers Landscape Design (Hardscape and softscape design)

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5.2.9 On containers Landscape Design (Rendering)

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6.1 CONTAINER

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6.1.1 CONTAINER PROPERTIES

40' HC Container - 40' GP ( 9' 6" )

MEASUREMENTS INTERNAL EXTERNAL DOOR

LENGTH 12030 12190

WIDTH 2350 2440 2340

HEIGHT 2690 2900 2580

CAPACITY CUBIC PAYLOAD TARE WEIGHT

76.3m3 26.950kg 3.730kg

PROS & CONS OF CONTAINER ARCHITECTURE

PROS

Customized

Due to their shape and material, shipping containers can be easily modified to fit any purpose.

Strength and durability

Shipping containers are designed to be stacked in high columns, carrying heavy loads.

Labor

The welding and cutting of steel is considered to be specialized labor and can increase

construction expenses, yet overall it is still lower than conventional construction.

Transport

they already conform to standard shipping sizes, pre-fabricated modules can be easily

transported by ship, truck, or rail

Availability

Wide-spread use, new and used shipping containers are available across the planet

CONS

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Lack of flexibility

Long narrow box with less than 2800mm in height

Humidity

Rust will form unless the steel is well sealed and insulated, or as time pass on

Temperature

Containers used for human occupancy in an environment with extreme temperature variations

will normally have to be better insulated

6.1.2 CONTAINER STRUCTURE

1. Top Side Rail

2. Rear End Frame

3. Door Assembly

4. Front End Frame

5. Roof Panel

6. Side Wall Frame

7. Ventilator

8. End Wall Panel

9. Front End Frame

10. Roof Panel

11. Side Wall Panel

12. Ventilator

13. End Wall Panel

14. Front End Frame

15. Roof Panel

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6.2 STRUCTURAL SYSTEM

6.2.1 FOUNDATION

PIER & FOOTING FOUNDATION

For our project proposal, we have decided

to use the Pier and Footing Foundation as it

is the most ideal for our site situation.

BENEFITS

More Sustainable

Cheaper cost

Prevent further damage to existing site

(Ideal for poor ground conditions)

Save Time and Materials

TYPES OF FOOTING LAYOUTS

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Pier & Footing supports individual or multiple containers, by

spreading the load evenly through the point. Depending on the

arrangement of the containers would then decide the layout

arrangements of each footing, to maximize the load transfer.

SHIPPING CONTAINER FOOTING

These footings are used as connections between the container

to the foundation, it assures the container is more securely

fastened. The shipping container footing secures the position of

the container and this connection would then serve to be a

crucial part towards the structural integrity of the entirety to the

system.

6.2.2 STRUCTURE

STEEL STRUCTURE SYSTEM

COLUMN TO FOUNDATION CONNECTION

The connections between the steel structure and foundation is being reinforced in both

directions to resist compression forces.

COLUMN TO BEAM CONNECTION

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The connections between the steel structure to beam is when reinforcements is used to directly

transferring the load to the weakest points of the framework. This is the prevention of

deformation to the existing structure.

STEEL STRUCTURE TO CONTAINER CONNECTIONS

The shipping container bottom corner blocks are welded to steel plates embedded in the

concrete slab to secure it to the foundation. All corner blocks are welded to each other to secure

the containers to themselves.

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6.3.3 STEEL CONNECTIONS

WELDING BOLTING

ADVANTAGES ADVANTAGES

Eliminates the need for punching or drilling Easy method of connecting members on the

site

Simplifies the complicated joints

Field-bolting is cheaper than field-welding

DISADVANTAGES

DISADVANTAGES

Greater level of skill required for welding

compared to bolting Requires drilling or punching through all

piles

More expensive

Welding inspection is required and is

expensive

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STEEL CONSTRUCTION -BRACING SYSTEM

A bracing system is a secondary but essential part of a bridge structure. A bracing system

serves to stabilize the main girders during construction, to contribute to the distribution of load

effects and to provide restraint to compression flanges or chords where they would otherwise be

free to buckle laterally.

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BRACING SYSTEM

Bracing provides one or more of the

following functions:

o Control buckling of the

main

o beams

▪ Load distribution

o Dimensional control

Bracing can be classified into three

types:

o Plan bracing

o Torsional bracing

o U-frame bracing

We have proposed to use Torsional Bracing as torsional bracing takes the form of a plane of

bracing between a pair of beams. The principal advantage of this type of bracing is that a pair of

beams is a stable unit. Beams can be braced in pairs in the fabrication shop prior to

transportation to site, which means that pairs can be craned into place very quickly with the

minimum of site connections.

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6.3 ROOFING SYSTEM

METAL ROOF DECKING SYSTEM

PITCH ROOF

A roof pitch is to redirect water or snow away from the roof and avoid any percolation that might

result from stagnation of water on the roof. As standard practice, places with heavy rainfall or

snow storms will have higher roof pitches compared to places that experience less rain and

snow.

It will dictate a number of other roof features such as the roofing material to be used, the

architectural properties of the roof, the walkability on the roof and the roof sections to be

covered.

LOW SLOPE METAL ROOF

We would be using a lower slope of pitch as Malaysia itself does not hold too much rainfall yet

to say heavy rainfall.

BENEFITS OF LOW SLOPE METAL ROOF

Study Substantiates Low Life Cycle Cost

Low slope metal roof manufacturers offer 20- to 40-year warranties on their products. Their long

life and low maintenance requirements also put metal roofs on a very attractive life cycle cost

track.

“cool metal roofing” can significantly reduce a building’s long term energy use. With heat

deflecting metal coatings, energy costs can be reduced up to 40% or more

Metal Roofs Place Fewer Demands on Structure

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Lightest roofing products and the easiest to install. A lightweight roofing system also places

fewer demands on a building’s structural support system

PROS & CONS OF METAL ROOFING

PROS

Long expectancy life

Lightweight

Speed & ease of roofing installation

(Most metal roofing materials come in multiple-shingle sections)

Fire resistance

(Typically have a Class A fire rating (the most resistant). But part of a roof’s overall classification

depends on materials beneath the surface that could ignite in intense heat)

Metal reflects radiant heat from the sun, minimizing midday heat gain.

Maximum shedding of rain

(The way the panels interlock and because the surfaces are hard and slippery)

CONS

Cost

(Metal roofing is equivalent in cost to other premium materials—from about $150 to $600 per

square (100 square feet))

Noise

(In a rainstorm or hailstorm, living beneath thin sheets of metal is bound to be noisier)

Denting

Limited Modifications

(Metal roofing materials installed in large panels are more difficult to replace if damaged than

individual shingles)

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6.3.1 ROOFING SYSTEM - INSULATION

THERMAL INSULATION

Bulk insulation mainly resists or slows down the transfer of heat by conduction and convection,

relying on pockets of trapped air or low conductive gasses within its structure. Its thermal

resistance is essentially the same regardless of the direction of heat flow through it.

The thicker the insulation, the higher the R value for that product.Bulk insulation includes

materials such as glass fibre, slag wool, rock fibre, cellulose fibre, polyester fibre, polystyrene,

polyurethane and polyisocyanurate.

ACOUSTIC INSULATION

Using Acoustic insulation inside ceiling voids to reduce airborne sounds.Soundproofing a new

build using an acoustic insulation slab between the joists is essential to achieve the required

levels of soundproofing.Using this density of acoustic insulation will help meet the required Part

E levels, recommending to use a higher density for most domestic soundproofing solutions.

6.3.7 FLOOR SYSTEM

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STEEL CONCRETE COMPOSITE STRUCTURE

Advantages

Convenient stresses

(concrete in compression / steel in tension)

Saving expensive material (steel) -

(low cost of the structure)

Increase of stiffness

Better fire resistance

(no need for additional fire protection – low cost of the structure)

Steel concrete beam section with welded stud providing shear connection

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6.4 DRAINAGE

Without proper drainage, homes can easily become damaged or flooded.

Importance of having a drainage system installed :

Prevent water damage and structural issues

(structural problems to the foundation, Concrete begins to crack and crumble)

If the mess is not cleaned up immediately, mold can begin to grow

We would/ need to implement a drainage system , for the water to have an access to

flow out, whilst surround the area to prevent flooding. It is also another way for user to

dispose of water or a drain to harvest the water in the site.

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6.5 DESIGN DEVELOPMENT

6.5.1 STRUCTURAL DRAWING

6.5.1.1 FOOTING/ FOUNDATION LAYOUT

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6.5.1.2 GROUND FLOOR LAYOUT

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6.5.1.2 FIRST FLOOR LAYOUT

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6.5.1.3 LOWER ROOF AND SECOND FLOOR LAYOUT

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6.5.1.4 ROOF LAYOUT

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6.51.2 PERSPECTIVE

PERSPECTIVE VIEW 1

PERSPECTIVE VIEW 2

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7.1 Lighting 7.1.1 Electrical Layout

GROUND FLOOR PLAN SCALE 1:150

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FIRST FLOOR PLAN SCALE 1:150

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SECOND FLOOR PLAN SCALE 1:150

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7.1.2 Type of Lighting, Switch and Socket

Product Model Myco 54 x 38 Light Sculpture

Lamp Luminous Flux 3000 lm

Rated Color Temperature 2800 K

Colour Rendering Index 80

Beam Angle 180°

Power 54 W

Placement Magazine Corner

Product Model Halolite Cabinet Striplight




Beam Angle 180°

Power 30 W

Placement Cafe

Product Model Knox Linear Suspension



Colour Rendering Index 80+

Beam Angle 180°

Power 40 W

Placement Reception / Table tennis

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Product Model CIRCLE: NAK

`




Beam Angle 180°

Power 54 W

Placement Reception / Lounge

Fixture Pattern

Figure 8.1.2.1 Lighting Specifications

Types of Switch and Socket

Figure 8.1.2.2 Switch and Socket Types

One Way Switch One Gang 13A Switch

Socket

Waterproof 13A Switch

Socket

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7.1.3 Lighting Demonstration Rendering

Figure 8.1.3.1 Café Lighting at Night

Figure 8.1.3.2 Exterior Lighting at Night

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7.2 Mechanical Ventilation

7.2.1 Cassette Type Air-Conditioning

Ceiling cassette air-conditioning are mounted as the name suggest; in the ceiling. This is most effective in a suspended or “floating” ceiling where there is room to accommodate the unit. The ceiling mounted provides a large area of coverage which is exceptionally useful in large areas like the skatepark and magazine corner. The use of multi head split system are more cost effective as its great coverage would only require 1 unit per space. The silent operation of the air-conditioning also provides a comfortable reading environment for the users to read and relax.

Figure 8.2.1.1 Cassette type air-conditioning dimensions

Figure 8.2.1.2 Section showing the location of air-conditioning units

8.2.2 AC Indoor Unit and Outdoor Unit Layout

CU-YT24KBQ6 – 3 HEAD /

2.14 kW

Dimension [ H x W x D] = 260 x 575 x 575 mm

Outdoor Unit Model:

Indoor Unit Model: Panasonic (CS-T24KB4Q6) Total indoor unit in building 3 + 3 = 6

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7.2.3 AC Indoor Unit and Outdoor Unit Schematic Diagram

SCHEMATIC DIAGRAM SCALE N.T.S.

Figure 8.2.2.1 Schematic diagram of indoor and outdoor AC

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7.3 Cold Water Supply System

7.3.1 Cold Water Layout


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7.3.2 Cold Water Schematic Diagram


Figure 7.3.2.1 Schematic diagram of Cold Water System

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7.4 Stormwater and Drainage System

7.4.1 Stormwater and Drainage System Layout

GROUND FLOOR PLAN SCALE ROOF PLAN SCALE 1:150


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ROOF PLAN SCALE 1:150

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7.4.2 Stormwater and Drainage Schematic Diagram


Figure 7.4.2.1 Schematic diagram of Stormwater & Drainage System

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7.4.3 Stormwater and Drainage System Components

1. Sump is placed to collect water from different directions and then drain out the

water in the same direction

2. Gutter is installed at the edge of the roof to collect the rainwater from the roof.

3. Down pipe is used to channel the water collected from the gutter towards the

drainage system

Figure 8.4.3.1 Diagram shows the typical gutter detail

Figure 7.4.3.1 Diagram shows the typical gutter detail

• 150mm UPVC C style gutter with

mill finish aluminum gutter guard

• Gutter guard: Prevent leaves &

debris to enter the gutter and

downpipes

• 100mm x 100mm UPVC round

downspout

• 700mm x 700mm sump boxes from

polymer concrete.

• The excellent material properties of

polymer concrete make it an ideal

material for these components.

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7.4.4 Rain Harvest System

The rainwater conservative harvesting system is a system that provides an independent

water supply to supplement the main supply. It is used to further enhance and

strengthen the design concept of a green building, as it could harvest cheap and reliable

source of clean water to irrigate the landscape, toilet flushing and other water supply

purpose.

Components

A rainwater harvesting system can range in size and complexity. All systems have basic

components, which include a catchment

surface, rainwater downspout, filter, rain

separator, collection pipe, overflow pipe,

water tank and distribution pump.

Advantages Disadvantages

• Easy to maintain

• Reduce water bills

• Suitable for irrigation

• Reduces demand on

Ground Water

• Used for several non-

drinking purposes such

as, toilet flushing and

irrigation

• Unpredictable rainfall

• Initial High Cost

• Regular Maintenance

• Storage limits

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Figure 8.4.4.1 Process of Rainwater Harvesting System

Component Description Dimension Quantity

Water Storage Tank

Poly-Mart 100 Gallon Water Tank

The Poly-Mart tank is made from moulded polyethylene and is designed for above ground use. It is built to avoid colour fading and break down from harsh sunlight.

760mm (Diameter) x 1060mm (Height)

2

Rainwater Pre-Tank Filter

Rainwater Filter Collector in Matte Finish

Rainwater filter collector is used to remove suspended pollutant from the rainwater collected from roof.

To manufacturer’s detail

2

Rainwater Downspout

Austin Aluminium Rectangular Rainwater Downspout

Rectangular Downspout is used to direct water collected from the roof to the water tank.

120mm x 100mm

19

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7.5 Sewage System

7.5.1 Sewage System Layout


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7.5.2 Sewage System Schematic Diagram


Figure 8.5.2.1 Schematic diagram of Sewage System

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7.6 Fire Protection System

7.6.1 Wet Pipe Sprinkler System

Wet pipe systems are the mon common fire sprinkler system. A wet pipe system is one

in which water is constantly maintained within the sprinkler piping. When a sprinkler

activates, the water is immediately discharged onto the fire.

Advantages:

• System simplicity and reliability

• Relative low installation and

maintenance expense

• Ease of modification

• Short term down the following

a fire

Figure 8.6.1.1 Section shows the

location of wet sprinkler

Figure 8.6.1.2 Site plan shows the

location of site

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7.6.2 Sprinkler Head and Emergency Light Layout



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8.0.0 Land Details 8.1.1 Location of Site Location Plan

8.1.2 Description of Site Land Title: Zone J Parking located in Taylor’s University Lakeside Campus, Jalan Taylors, Subang Jaya, 47500 Subang Jaya, Selangor, Malaysia. Property Type: Taylor’s University Lakeside Campus Compound Land Type: Leasehold Land Status: Above parking lot.

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8.2 CONTAINER

8.2.1 Container Specification

Specification

Colour Blue

Inside Cubic Capacity (m3) 79.37

Maximum Gross Weight (kg) 68.75

Tare Weight (kg) 2327 – 2596

Max Capacity (kg) 24500-26000

Dimensions External (m) Length 12.0

Width 2.4

Height 2.8

Dimensions Internal (m) Length 11.9

Width 2.3

Height 2.7

Note: Second hand usable container are used rather than first hand container due to the

client’s tight budget. This is because first hand containers are three times the price of the

second hand containers.

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