Project Management Project 1

PROJECT MANAGEMENT [ MGT60403 ]

DEFINING & DOCUMENTING A PROJECT THE BREAKOUT SPACE TUTOR MS ALIA AHAMAD

MEMBERS Canisius Bong Wei Pheng

0318912

Chan Yi Qin

0318912

Ong Eu Xuan

0318912

Ong Jia Hui

0318912

Ong Min Junn

0318912

Ng Yi Yang

0319688

TABLE OF CONTENT

1.0 COMPANY PROFILE

5.0 PROJECT MANAGEMENT

1.1 BACKGROUND

5.1 PROJECT SUCCESS CRITERIA

1.2 MISSION, VISION & VALUES

5.2 WORK BREAKDOWN STRUCTURE

1.3 ORGANIZATION CHART

5.3 TABLE OF DEPENDENCIES

1.5 CONSULTANTS PROFILE

5.4 PERT CHART DIAGRAM 5.5 CRITICAL PATH METHOD NETWORK DIAGRAM

2.0 PROJECT INTRODUCTION

5.6 GANTT CHART

2.1 PROJECT BRIEF

5.7 CONCLUSION

2.2 CLIENT’S REQUIREMENT 6.0 APPENDIX 3.0 PRELIMINARY STUDIES

6.1 MEETING AGENDA

3.1 SITE ANALYSIS

6.2 CLIENT CONSULTANT MEETING

3.1.1 SITE INTRODUCTION 3.1.2 SWOT ANALYSIS 3.2 PRECEDENT STUDIES

4.0 DESIGN DEVELOPMENT 4.1 ARCHITECTURAL DESIGN 4.2 LANDSCAPE DESIGN 4.3 CIVIL & STRUCTURAL 4.4 MECHANICAL & ELECTRICAL 4.5 COSTING

1.0 COMPANY PROFILE

1.1 BACKGROUND

“Reshaping Tomorrow�

Baa Baa Sheep Consultants Sdn. Bhd. is a multi-disciplinary design consultancy founded in 2008. From our studios in Kuala Lumpur, Penang, and Kuching, we strive to reshape the future of the built environment with our ambitious and revolutionary designs from our diverse portfolio.

As an architecturally led-approach service company, we provide customers with services of architectural design, structural, mechanical and electrical engineering, and cost consultancy. Our professional construction service work on delivering a practical and innovative architecture that you would be satisfied with.

1.2 MISSION, VISION & VALUES

MISSION To promote excellence in built environment by delivering a complete scope of architectural services and consultancy of all segments tailored to its customers.

VALUES PROFESSIONALISM We uphold our long establish reputation with the qualty work we produce.

HONESTY AND INTEGRITY We value our business relationship with our clients and team members.

VISION By 2020, Baa Baa Sheep will serve as on of the leading voice for excellence in built environment in Malaysia, partnering with various organizations to provide the highest level of service, design, technical expertise and business performance, while addressing the issues of society through architecture.

ADAPTABILITY We strive to improve ourselves with the latest designs, education, technology, and research.

DEPENDABILITY AND RESPONSIBILITY We commit to our work and we bear the responsibilities that comes with it.

1.3 ORGANIZATION CHART

PROJECT MANAGER NG YI YANG Responsible of planning, overseeing and documenting all aspects of the project

ARCHITECT

ONG EU XUAN Responsible of planning, designing and overseeing construction works of the project. Acts as head of consultants

STRUCTURAL & CIVIL ENGINEER

MECHANICAL & ELECTRICAL ENGINEER

ONG MIN JUNN Responsible of designing, planning and overseeing construction and maintenance of building structures

CANISIUS BONG WEI PHENG Responsible of installing and operating the electrical system to ensure compliance with necessary codes

LANDSCAPE ARCHITECT

QUANTITY SURVEYOR

ONG JIA HUI Coordinate the arrangement of existing and proposed land features and structures

CHAN YI QIN Manages all project costs from the initial calculations to the final figures

1.4 CONSULTANTS PROFILE

Project Manager Ng Yi Yang Working Experience

Architect Ong Eu Xuan Working Experience

Landscape Architect Ong Jia Hui Working Experience

Project Manager Baa Baa Sheep Consultants Sdn. Bhd (2008 – current)

Project Architect Baa Baa Sheep Consultants Sdn. Bhd (2008 – current)

Landscape Architect Baa Baa Sheep Consultants Sdn. Bhd (2009 – current)

Project Architect Design Nexus Architect (2005 - 2008)

Design Architect A&A Architects Sdn. Bhd (2006 – 2008)

Landscape Architect Terrix Architects (2006 – 2009)

Educational Background

Educational Background

MArch Architecture, RIBA and ARB Part March Architecture, RIBA and ARB Part 2 accredited 2 accredited University of Manchester University College London BSc (Hons) Architecture Taylors University Malaysia

BSc Architecture, Part 1 of the (ARB) and (RIBA) examinations University College London

Educational Background BA (Hons) Landscape Architecture Terrovanu University Jakarta Indonesia

1.5 CONSULTANTS PROFILE

Civil & Structural Engineer Ong Min Junn

Working Experience

Mechanical & Electrical Engineer Canisius Bong Wei Pheng

Working Experience

Quantity Surveyor Chan Yi Qin Working Experience

Civil & Structural Engineer Baa Baa Sheep Consultants Sdn. Bhd (2009 – current)

Mechanical & Electrical Engineer Baa Baa Sheep Consultants Sdn. Bhd (2008 – current)

Quantity Surveyor Baa Baa Sheep Consultants Sdn. Bhd (2011 – current)

Assistant Structural Engineer HSS Engineers (2007 - 2009)

Assistant M&E Engineer MEP Engineering Sdn. Bhd (2006 – 2008)

Junior Quantity Surveyor BK QS Consult (2008 – 2011)

Educational Background

Educational Background

Educational Background

MS Structural Engineering, Mechanics & MS Electrical Engineering, Mechanics & Bachelor in Quantity Surveying (Hons) Materials Materials Taylors University Malaysia University of California, Berkley University of California, Berkley BS Civil and Envrionmental Engineering BS M&E Engineering University of California, Berkley Swinburne University of Technology Australia

2.0 PROJECT INTRODUCTION

2.1 PROJECT BRIEF

Taylor’s University Management has approached our company with an idea of a ‘Recreational District’ that will house architectural and design models for display to the university community and the public due to urgency to complete it for the upcoming Architectural Workshop to be held at the university compound in August 2018.

2.2 CLIENT’S REQUIREMENTS

Client

:

Taylor’s University Lakeside Campus

Proposal

:

Building a two-storey breakout space at Taylor’s University Lakeside Campus

Usage

:

Breakout space recreational purpose

Timeline

:

12 months

Budget

:

RM1,500,000.00 (not inclusive of professional fees)

Size

:

600m2

Objective

:

- Able to cater 30 – 40 person at time - Facilitate outdoor activities for staff and students to create a common bond - Contemporary design - Fast and light weight construction - Preserving the existing trees on site - Energy efficient

3.0 PRELIMINARY STUDIES

3.1 SITE ANALYSIS | Zone H Parking in Taylor’s University Lakeside Campus 3.1.1 Site Introduction

TAYLOR’S UNIVERSITY

ZONE H PARKING AREA

Our site is Taylor's University Lakeside Campus, located on Jalan Taylor's of Bandar Sunway, Petaling Jaya. It is comprised mainly of academic and admininstrative buildings, a commercial building and most notably its lake.

Our site within the campus is the Zone H carpark, an open parking area that is used by Taylor's University students for vehicular parking. The carpark will hold the Recreation Station that will house student recreation activities indoors and outdoors.

Location Plan

NEIGHBORING AREAS Puchong .............15 MIN DRIVE Shah Alam ..........20 MIN DRIVE Kuala Lumpur .....25 MIN DRIVE Putrajaya ............30 MIN DRIVE

NEIGHBORING BUILDINGS Sunway Medical Center .......... 1.9 KM Sunway Pyramid ......................2.8 KM Monash University...................2.8 KM Subang Jaya Medical Center ....4.8 KM

PUBLIC TRANSPORTATION SS15 LRT ....................5.6 KM SS18 LRT ....................5.8 KM Setiajaya KTM ............3.4 KM Subang Jaya KTM ...... 5.1 KM

Site Plan

Location

: Zone H Carpark, Taylor's University Land Size : 600 sqm Land Usage : Recreational Project Type : Recreational station Occupancy : 30 - 40 pax Budget : RM 1,500,000

Site Photos

Site Context

RIVER

PARKING

The proposed site houses existing makeshift quarters / resting space of nearby workers in the carpark. A winding river flows behind the proposed site.

The open parking area in Zone H is widely used by students of Taylor's University. The proposed site sits after the 'carpool zone' of the carpark.

Site Context

ACCESS

ROCKY TERRAIN

Though secluded due to its location buried behind the 'carpool zone' of the open carpark, the recreational station is still highly accessible due to the well laid out roads that lead to the proposed site.

The roads of the carpark are rocky and sandy, making it difficult to walk on while the site is trampled and filled with soil.

3.1.2 S.W.O.T. Analysis

STRENGTHS • Located within walking distance from all parts of Taylor's University campus

WEAKNESSES • Poorly maintained space • Secluded location

• Pretty accessible to car drivers who stop on site • Located within guarded area of carpark, lesser likely to cause vandalism

OPPORTUNITIES

• Rocky terrain ground may be difficult for people to walk on

THREATS

• Excellent social and recreational space for students and staffs

• Challenging earthwork process due to rocky terrain

• Extend campus spaces in the parking lot

• Area may be slightly secluded into the 'carpool parking' area in Zone H, causing less supervision in the area

• Enhance experience of users by bringing in the road and river views from site

3.2 PRECEDENT STUDIES | Student Activity Center (Bangkok University) by Supermachine Studio

STUDENT ACTIVITY CENTER Located in Bangkok University Rangsit Campus, the Student Activity Center is a restoration project, transformed from a simple program dorm into a complex programmed public building compressed into one long stick.

It consists of diverse facility space, most of which are for out-of-classroom activities.

INTERIOR SPACES Interior spaces are repainted systematically. The existing corridor is yellow, while four voids are modified, made public and painted into five different colors - purple, green, pink and turquoise.

Natural light is brought in through the void skylights to make sure the new space is bright enough.

The main operation of the project is to merge two gable roofs into a single roof with new structure to make the space more livable for the increasing number of users.

4.0 DESIGN DEVELOPMENT

4.1 ARCHITECTURAL DESIGN 4.1.1 Schematic Design DESIGN STATEMENT The idea of the project is to construct a breakout recreational station that caters for social and recreational activities.

The design is brought together with containers, that shape out the usage of spaces within the structure.

The interior spaces are carefully carved out for different uses for the public.

DESIGN CONCEPT

The aim is to create a lightweight, easily installed structure as a breakout space for the people of the university. The space carefully carves out voids, and are repainted in different colors, allowing clear segregation between activities.

The design aim to promote connectivity and interaction amongst students and staffs. It is comprised of voids and suspended hammocks.

Ground Floor Plan

First Floor Plan

Roof Plan

North Elevation

South Elevation

COLOR SYMBOLISM

East Elevation

The three main container colors used are red, black and white, reflecting the patriotism of Taylor's University

4.1.2 DESIGN RESPONSE STACKING

CONTAINERS

The formation of the breakout space is composed mainly from the stacking of shipping containers.

The two floors are tilted in different angles, allowing different views and experiences from both floors.

Restrooms are located away from the main breakout space, making it a public zone, allowing outsiders/passerby to utilize the bathroom without entering the building

The administrative block forms a bridge-like stretch across the space between the main space to the restrooms, providing shade for the outdoor seating spots.

The main recreational and social breakout space is a two-storey structure formed from the stacking and tilting of eight containers. It has a central void that forms an open plan, allowing a closeness within the building.

The stacking of the containers form pocket greens on both sides of the administrative blocks, allowing extra outdoor spaces for staffs.

4.2 LANDSCAPE DESIGN 4.2.2 EXISTING SOFTSCAPE CONDITION The site is surrounded by lush greeneries from all sides; however, the site itself is barren and devoid of any softscape, exposing the site to the harsh sun. The greeneries are denser and taller at the east compared to those at the west as they serve as a buffer zone to the Klang river.

Despite so, the site itself requires more greeneries for shading and revitalization purposes.

1

2

3

4.2.2 EXISTING HARDSCAPE CONDITION

The entire site is fully covered with random patches of grass, sand and crusher run stone which ranges from coarse to fine. Such uneven road is difficult and inconvenient for users to walk around.

1

The proposed landscape will tackle this issue by providing proper pathway around the site to enhance user experience.

1

3

4.2.3 SOFTSCAPE PROPOSAL 4

1

4

5

Impatiens Stardust Mix

1

Topiary Boxwood 5

2

2

Bucida Plant

Stone Bamboo

3 6

3

Revolution Gold

6

Philippine Carpet Grass

4.2.3 PROPOSED LANDSCAPE LAYOUT (SOFTSCAPE)

Topiary Boxwood

Terminalia Mantaly Tricolor ‘Bucida Plant’

Maximum Height (m)

2

Maximum Height (m)

1.5

Maximum Diameter (m)

0.4

Maximum Plant Spread (m)

10-15

Rootball Size (m)

0.2

Rootball Size (m)

0.4 x 0.4

Price

RM 300

Price

RM 590

Plant & Rootzone Preference Rich, slightly acidic soil Description

- Forms dense, well defined shapes - Slow growing - Classic evergreen shapes and structures

Plant & Rootzone Preference Dry soils/ droughts, easy to grow Description

- Quick growing - Low maintenance - Good for screening creating shade - Evergreen plant

4.2.3 PROPOSED LANDSCAPE LAYOUT (SOFTSCAPE)

Melaleuca Bracteata ‘Revolution Gold’

Impatiens Stardust Mix

Maximum Height (m)

5

Maximum Height (m)

0.2 – 0.25

Maximum Plant Spread (m)

3

Maximum Plant Spread (m)

0.35

Price

RM 230

Rootball Size (m)

0.3

Plant & Rootzone Preference

Well-drained loam

Price

RM 13/ sqm

Description

- Fast growth rate - Scented when crushed - Moderate maintenance required - Evergreen plant; preference of full sun

Plant & Rootzone Preference

PH 6 – 7

Description

- Highly tolerant of urban pollution - Occasional maintenance - Grows best in partial shade to shaded area - Grows best in average to evenly moist condition

4.2.3. PROPOSED LANDSCAPE LAYOUT (SOFTSCAPE)

Phylllostachys Angusta ‘Stone Bamboo’

Philippine Carpet Grass

Maximum Height (m)

1.5

Seedhead

2 – 5 spikes at each head

Maximum Plant Spread (m)

Approx. 0.2 (vary in size)

Leaf Blade Width (mm)

4–8

Rootball Size (m)

0.2 x 0.2

Price

RM2/ sq ft

Price

RM 200

Plant & Rootzone Preference Acidic to neutral

Plant & Rootzone Preference

Fertilised mix

Description

Description

- Good for screening - Culms have inherent toughness - Requires partial sunlight - Evergreen plant

- Thrive under low fertility - Low maintenance - Prefers full sun to moderate shade - Slow-growing

4.2.4 HARDSCAPE PROPOSAL 5

1

1

Stepping Stone

Long Planter Box 5

2

6 6

2 7

Matte Tall Pot

Concrete Bench 3

7

3 4 8

Parasol

Wooden Decking 8

4

Outdoor Table + Chairs

In Turf Stone Pavement

RENDERINGS

4.3 CIVIL AND STRUCTURE 4.3.1 CONSTRUCTION PROCESS

Phase One (Groundwork) ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪ ▪

Site Clearance Setting Out Earthwork Temporary Structure Water & Electrical Supply Perimeter Drainage Project Information Board Hoarding Access

Phase Two (Substructure) ▪ ▪ ▪

Raft Foundation Container Footing Backfilling

Phase Three (Superstructure) ▪ ▪ ▪

Cargo Container Steel Framing Roof Structure

4.3.2 SITE CLEARANCE & EARTHWORK The proposed site by Taylor’s Management is currently covered mainly with sand and crusher run stones due to its purpose of solely being a carpark and a temporary construction drop off area. The current situation of the site is not suitable for construction and requires a portion of the soil and vegetation to be cleared.

TEMPORARY WORKS

EXCAVATION

The area that is cleared is then excavated for drainage purposes, flattened and levelled to allow an even build up area.

Site Boundary Building Footprint

Temporary structures include the site office, perimeter fencing/hoarding and even the project information board which is erected throughout the construction process.

Hoarding

Project Information Board Site Office

Loading Bay

Building Footprint

4.3.3 SUBSTRUCTURE

RAFT

FOUNDATION

STEEL

COLUMN

FOOTING

The foundation of this building is a mix of two different type of suitable foundations, mainly to reduce on the cost. Raft foundations are mainly used for open spaces while steel column footings are used to position cargo containers.

Building Footprint Steel Container Footing Raft Foundation

Reduction in material cost with the reduced use of concrete and steel bar for raft foundation as most of the areas are replaced with steel footings to save cost and hasten construction.

4.3.4 SUPER STRUCTURE

CONTAINER

STEEL TRUSSES

These materials used for the super structure are easily obtained at lower prices as they can be prefabricated before the construction process and allows for speedier build up.

4.3.4 SUPER STRUCTURE

Existing Structure

Existing Structure

Existing Structure Steel Reinforcing Structure

Placement of cargo containers at the ground level

Stacking of cargo containers at the first floor.

Reinforcing existing container structures due to its long span

4.3.4 SUPER STRUCTURE

Existing Structure

Existing Structure

Steel Reinforcing Structure

Steel Reinforcing Structure Roof Structure

Cross bracing to allow the structure to withstand lateral forces

Prefabricated roof trusses installed together with fittings for gutters and solar panels

4.3.5 SEWAGE AND DRAINAGE

Manholes and drainage sumps from the site is connected to the nearest existing pipe which is located along the perimeter road of Taylor’s University.

Details of sewage and drainage pipes on site are located under Mechanical and Engineering Drawings.

4.4 MECHANICAL & ELECTRICAL 4.4.1 ELECTRICAL SERVICES (LIGHTING) Building Supply The electrical installation shall consist of 100A reticulation system (100A main switchboards) and LV reticulation system (main switchboards, sub cablings, bust ducts, tap off units, distribution boards, final sub-circuits wiring and accessories).

Included with luminaires installation to complete lighting installation.

A 11kV switchgear substation and a transformer room for TNB is located at the security control room.

The proposed building will be provided with 220V supply coming from the substation from the security control room. 2 NOS od 150MM diameter pipe are laid underground in order to connect the electrical supply to the proposed building,

Figure 4.4.1 Power Supply Layout

Electrical Services Plan Layout (Light Fittings)

Figure 4.4.2 Electrical Services Lighting Layout

Electrical Services Plan Layout (Light Fittings)

Figure 4.4.3 Electrical Services Lighting Layout

Type of Proposed Light Fittings Most of the proposed lighting fixtures are LED lighting, due to its cost-saving and energy efficient state alternative to the old conventional incandescent and CFL light bulbs. Money and energy is also saved in maintenance and replacement costs due to the long LED lifespan.

ITEM

SPECS

QUANTITY

18 W Surfaced mounted round warm white

24

40W Lamp wattage with warm white color designation

16

150W 3 light triple track light close to ceiling fixture

6

12W 300mm custom made linear LED light with wire suspensions extruded lengths of aluminium profile

8

LED Wall Mounted Ceiling Light

LED Wall Light

LED Track Light

LED Tube Light

10W Waterproof solar power 3 LED lighting buried garden lights LED Garden light

26

Type of Switch and Socket ITEM

SPECS

QUANTITY

1 Gang 10 AMP one way switch at 1600mm AFFL

9

2 Gang 10 AMP one way switch at 1600mm AFFL

5

3 Gang 10 AMP one way switch at 1600mm AFFL

1

1 Gang 13 AMP switch socket outlet at 400mm AFFL

10

2 Gang 13 AMP switch socket outlet at 400mm AFFL

10

1 Gang Light Switch

2-Way Gang Light Switch

3-Way Gang Light Switch

1 Gang Switch Socket

2 Gang Switch Socket

4.4.2 ELECTRICAL SERVICES (FAN) Electrical Services Plan Layout (Fan Fixtures)

Figure 4.4.4 Electrical Services Fan Fixtures Layout

Electrical Services Plan Layout (Fan Fixtures)

Figure 4.4.5 Electrical Services Fan Fixtures Layout

Type of Proposed Fan Fixtures The benefits of the fans in the proposed twill have adequate ventilation as building mostly naturally ventilated and consumes less energy.

Plus, the more fans used throughout the whole building, the greater the savings on the energy bill.

ITEM

Ceiling Fan

Wall Fan

SPECS

QUANTITY

Airflow (CFM) : 1822 Power Use (Watts) : 9 Airflow Efficiency (CFM/Watt) : 202 Noise Level (dB) : <80 Blade Size : 956mm (38â&#x20AC;?)

10

Air Velocity : 240 Air Delivery : 95 Power Use (Watts) : 20 Noise Level (dB) : <60 Blade Size : 450mm (18â&#x20AC;?)

27

4.4.3 SOLAR POWER SYSTEM

Solar Panel Roof Plan Layout Solar power system is the conversion of sun energy into electrical energy by using photovoltaic panel to absorb the sunlight as a source. Due to the hot and humid climate in our country, the solar power system could only use as secondary power source to generate electricity. However, it could be used to reduce the environmental impact and the electric bills cost in the building.

The container is located at the site where it is fully exposed to the sun therefore solar panel system is proposed to reduce the environmental impact.

Figure 4.4.6 Solar Panel Roof Plan Layout

The solar panels are places at the center part of the roof top where there is no obstruction that reduces the amount of absorption of light.

Type of Solar Panel System

ITEM

Solar Panel

SPECS

Photovoltaic (PV) Modules 1.5kW Solar panel Array 250W Panels Panels : 13 Solar Panels, 2.0m x 1.2m Roof Area Required : <10m2 of Roof Power Generated : 6.60 kWh/day

QUANTITY

13

Components Of Solar Power System Solar Panel Solar power system is the conversion of sun energy into a complete system includes different components that should be selected taking into consideration your individual needs, site location, climate and expectations. In this section we review the components' function and several different system types.

The functional and operational requirements will determine which components the system will include. It may include major components as; DC-AC power inverter, battery bank, system and battery controller, auxiliary energy sources and sometimes the specified electrical loads (appliances).

Pole Mount Solar Output Controller Figure 5.4.7 Component of Solar Panel System

Operation Flow Of Solar Power System 1. PV Modules – Convert the sunlight instantly into DC electric power 2. Inverter – Converts DC power into standard AC power for use in the home, synchronizing with utility power whenever the electrical grid is distributing electricity.

3. Battery – Stores energy when there is an excess coming in and distribute it back out when there is demand. Solar PV panels continues to recharge batteries each day to maintain battery charge.

4. Utility Meter – Utility power is automatically provided at night and during the day when the demand exceeds the solar electric power production. The utility meter spins backwards when solar power production exceeds house demand, allowing to credit any excess electricity against future utility bills.

5. Charge Controller – Prevents battery overcharging and prolongs the battery life of the PV system.

Figure 5.4.8 Operation Flow of Solar Panel System

Schematic Diagram of Solar Energy System

Figure 4.4.9 Schematic Diagram of Solar Power System in a Container Building

4.4.4 DRAINAGE SYSTEM Drainage System Roof Plan Layout There are only two rainwater downpipes which are proposed at the both ends of the building (east and west side), so that water could be direct to the rain water harvesting tank which is located outside of the east side of building, or to the drainage. Drainage system is integrated with rainwater harvesting system for multi-purpose such as plant irrigation, water-saving, reduce demand on ground water and reduce environmental impact.

Figure 4.4.10 Roof Plan of Drainage System

Suppliers and Functions ITEM

FUNCTION

QUANTITY

Connected to gutter to discharge rainwater and main functions is to channel water from the roofs to downpipes.

1

Gutter

Gutters collect rainwater and channel it to perimeter through rainwater downpipe

uPVC Rainwater Downpipe

2

4.4.5 SEWERAGE AND SANITARY SYSTEM Sewer System Layout

Figure 4.4.11 Diagram for Sewer System

4.4.6 RAINWATER HARVESTING SYSTEM Rainwater Harvesting System Layout Rainwater harvesting system is proposed to collect rainwater for irrigation of plants. It is the process by which rainwater that hits the roof is stored and reused.

It is also to promote the eco-green concept of the container breakout space, as it could harvest affordable and reliable source of clean water to irrigate the landscape, toilet flushing and more. Roof catchment system channel rainwater that falls onto a roof into storage through a system of gutters and pipes.

Figure 4.4.12 Layout of Rainwater Harvesting System

Components of Rainwater Harvesting System

Figure 4.4.13 Components of Rainwater Harvesting System

Operation of Rainwater Harvesting System

Figure 4.4.14 Process of Rainwater Harvesting System

Supplier and Specifications

ITEM

SPECS

QUANTITY

2

Poly-Mart 100 Gallon Water Tank

Poly-mart tank is made from molded polyethylene and is designed for above ground use. It is built to avoid color fading and break down from sunlight (760mm x 1060mm)

Rainwater filter collector is proposed to remove suspended pollutant from rainwater collected from roof, provide a healthy source of water

2

Rainwater Filter Collector

Direct water collected from the roof to the water tank (120mm x 100mm) Aluminium Rainwater Downspout

2

4.4.7 FIRE SAFETY SYSTEM Ground Floor Fire Safety Layout

Figure 4.4.15 Fire Safety Layout

First Floor Fire Safety Layout

Figure 4.4.16 Fire Safety Layout

Fire Safety Requirements

ITEM

FUNCTION

Exit sign is located above the door to guide the occupants on the exits to escape from the building

QUANTITY

5

Exit Sign

Fire extinguisher is an active fire protection device used to extinguish small fires, often in emergency situations. It is located at visible spots of the building

3

Meeting point is provided with sign to notify occupants on the gathering location before emergency happens

-

Fire Extinguisher

Emergency Meeting Point

4.5 COSTING BILL OF QUANTITIES

ELEMENT NO. 1: SUBSTRUCTURE

ELEMENT NO. 2: SUPERSTRUCTURE

ELEMENT NO. 3: STAIRCASE

ELEMENT NO. 4: ROOF WORKS AND RAINWATER HARVEST WORKS

ELEMENT NO. 5: FLOOR FINISHES, WINDOWS AND DOORS

ELEMENT NO. 6: WATER SUPPLY, SEWERAGE AND DRAINAGE

ELEMENT NO. 7: ELECTRICAL INSTALLATIONS

ELEMENT NO. 8: LANDSCAPE WORKS

ELEMENT NO. 9: INTERIOR DESIGN WORKS

SUMMARY

GRAND TOTAL FOR PROJECT: RM513,462.26

5.0 PROJECT MANAGEMENT

5.1 PROJECT SUCCESS CRITERIA

Project Triple Constraints is a strategy use to control and manage a project, making sure that the project flows successfully. It helps deliver the project in time, keep it within the proposed budget, and meet the relevant scopes and clientâ&#x20AC;&#x2122;s requirements.

5.2 WORK BREAKDOWN STRUCTURE

5.3 TABLE OF DEPENDENCIES ACTIVITIES

PREDECESSOR

DURATION (WEEK)

SCHEMATIC DESIGN A

Site Analysis

-

1

B

Design Concept

A

4

C

Authority

B

3

DESIGN DEVELOPMENT D

Detail Design

C

3

E

Work Schedule

D

1

F

Authority

D, E

3

CONTRACT DOCUMENTION G

Detail Drawing

F

4

H

Costing

G

1

I

Tender

G, H

3

CONTRACT IMPLEMENTATION J

Temporary Work & Setting Out

I

2

K

Ground Work & Earthwork

J

3

L

Building Works

J, K

8

M

Roadwork & Drainage

K

3

N

Mechanical & Electrical

K, L

3

O

Landscape

M

3

P

Post-Construction

N, O

3

P

2

FINAL COMPLETION Q

Handling Over

5.4 PERT CHART DIAGRAM

Diagram shows the flow of work from A to Q. The activities are dependent over each other.

5.5 CRITICAL PATH METHOD (CPM) NETWORK DIAGRAM

CRITICAL PATH The critical path is colored red which represents the project duration from start to finish. It determines the shortest time needed to complete the project. Any delay in any one of the activities will cause an overall delay in the whole project duration

FLOAT The box in blue are not as critical as the red path. They are call float as the activities are allowed slack time.

5.6 GANTT CHART SCHEDULE

5.7 CONCLUSION

To conclude, The Breakout Space project is expected to be completed by the mid of July, with a total project duration of 10 and a half months. All job scopes and time management is planned out using the Work Breakdown Structure, Pert Chart, CPM Network Diagram, and Gantt Chart. All consultants and workers are expected to strictly follow the schedule provided to prevent any delay in the overall project flow. For this phase, the initial total cost is expected to be RM479,014.91. This is within the clientâ&#x20AC;&#x2122;s budget of RM1,500,000.00. Client-Consultant Meetings had been and will be held regularly to make sure all the task and work progressions are on schedule. If everything proceeds as planned, the new proposed Breakout Space will act as a new recreational area for the staff and students of Taylorâ&#x20AC;&#x2122;s University, capable of facilitating up to 40 people, providing a

variety of both indoor and outdoor activities, bonding the campus community.

6.0 APPENDIX