School of Architecture, Building and Design Bachelor of Science (Hons) in Architecture PROJECT MANAGEMENT (MGT60403 / ARC3612 / ARC3614) Project 1: Defining and Documenting a Project Tutor: Ar. Sateerah Hasaan Proposed Pavilion structure of a Open area Carpark Lot at Taylor’s University, Jalan Taylor, 47500, Subang Jaya, Selangor, Malaysia
Client:
Project Manager: Architect: C&S Engineer: M&E Engineer: Landscape Architect: Quantity Surveyor:
Taylor’s University Ar. Sateerah Hassan Ang Wei Yi Khor Hao Xiang Eddie Goh Foo Shi-Ko Loh Wei Shuen Lee Yih
(0317885) (0318065) (0322915) (0318262) (0317896) (0318340)
CONTENT 1. PROJECT INTRODUCTION 2. COMPANY PROFILE – ECHO WORLD SDN BHD 2.1. COMPANY HISTORY 2.2. COMPANY PHILOSOPHY 2.3. ORGANIZATION CHART 2.4. PERSONAL PROFILES 3. SITE DOCUMENTATION 3.1. SITE ANALYSIS 3.2. S.W.O.T. ANALYSIS 4. PROJECT BRIEF 4.1. BUILDING DESIGN PROPOSAL 4.2. CIVIL & STRUCTURE PROPOSAL 4.3. MECHANICAL & ELECTRICAL PROPOSAL 4.4. LANDSCAPE DESIGN PROPOSAL 4.5. INTERIOR DESIGN PROPOSALS 5. COSTINGS 6.1. PROPERTY DETAILS 6.2. CONTAINER SUPPLIER & DETAILS 6.3. COST BREAKDOWN 6.4. RECYCLABLE PRODUCTS VALUE 6.5. RAW RATES 6.6 SUMMARY AND SUCCESS CRITERIA 6. PROJECT MANAGEMENT 6.1. SUCCESS CRITERIAS 6.2. WORK BREAKDOWN STRUCTURE (WBS) 6.3. GANTT CHART 6.4. PERT CHART
7. RISK MANAGEMENT 7.1. RISK ANALYSIS 8. MAINTENANCE PROPOSAL 9. CONCLUSION 10. APPENDIX 10.1. CLIENT & CONSULTANTS MEETING AGENDAS 10.2. CLIENT & CONSULTANTS MEETING MINUTES 10.3. TENDER DRAWINGS
1.1
Project Briefing
1.1.1 Client Taylor’s University Sdn. Bhd. AR. Sateerah
(Taylor’s University Lakeside Campus) (Client’s Representative)
1.1.2 Scope The management has approved to the proposal to construct a covered car park zone at one of the car park space in the university compound. Your group has been requested to propose a project management plan and execution to ensure that this project gets completed before the next new semester commence. Due to the busy traffic condition and other activities happening during the semester, the management has also asked your group to consider the surrounding, traffic and environmental impact that may be affect the project short term and long term. Other necessary ancillary will also need to be included to make sure that the car park operator can operate without much hassle.
1.0 Project Introduction
REQUIREMENTS 1. Maximum land size: as per site given by client. 2. Usage of 50% reusable energy sources (Calculated by value). 3. Site layout and landscaping.
GOALS 1. Provide sustainable and green design by incorporating innovative reusable energy. 2. Provide a safer and comfortable environment with more parking slots than the existing. 3. Completion of project in the course of 16 weeks, before the new semester commences. 4. To address the issues of the existing site and during construction period.
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2.1
2.0
Company Profile
Company Logo
2.2. COMPANY PHILOSOPHY VISION 1. To help our client to realize the optimum value & quality for their investment in infrastructure projects within the time and budget. 2. Bring innovative & cost effective solution to improve productivity through waste reduction and other new technologies. 3. Offer professional training to young engineers on construction management. 4. To be the most preferred Project Management Company in the construction industry with specialization in green solutions. MISSION 1. Provide Value creation for our client’s Infrastructure Investment through our Engineering, Project Management Consultancy, Research and Training services. 2. To continually upgrade organizational capabilities in green solutions by building collaborations.
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2.3
Organization Chart
Zouk We The Best Music Consultants Sdn. Bhd. practices a properly designed organisation structure to define the relationships among members of the project management and the relationships with the external environment. The main objectives of the hierarchical company structure is to achieve goals of each project with a strong focus on communication and collaborations. According to the company organisation chart, the relative locations of the individuals that specifies working relationships, lines of communication and formal supervision between individuals are clearly drawn. With different level of specialisation in each aspect of the project, we are able to maximise productivity to attain departmental goals.
TAYLOR’S UNIVERSITY MANAGEMENT Client
*PICTURE*
AR. ANG WEI YI Project Manager
*PICTURE*
*PICTURE*
AR. KHOR HAO XIANG
IR. EDDIE GOH
IR. FOO SHI-KO
AR. LOH WEI SHUEN
SR. LEE YIH
Architect
Civil & Structure Engineer
Mechanical & Electrical Engineer
Landscape Architect
Quantity Surveyor
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Zouk We The Best Music Consultants Sdn. Bhd. Zouk We The Best Music Consultants Sdn Bhd is a public listed German company mainly in construction development. ZNB consists a wide area of constructions by its own team of six collaborated consultants in different profession. The initiation of ZNB Project Management started since 1990, playing the role in transforming Malaysia towards a more sustainable green and high quality life-style of city aligned with Malaysia Vision 2020. ZNB has covered the region of whole world internationally including Malaysia’s 10 developments cooperation in worldwide. ZNB covered a wide industrial including conceptual designing, urban planning, townships, integrated commercial development, luxury high-rise apartments and green business park.
AR. ANG WEI YI Project Manager ● ● ● ● ● ● ●
“To deliver a high level of service, tailored to our clients’ individual requirements without compromise”.
Education Background ● ●
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Prepare cost estimates, budgets, and work timetables Interpret and explain contracts and technical information to other professionals Report work progress and budget matters to clients Collaborate with architects, engineers, and other construction specialists Select, schedule, and coordinate subcontractor activities Respond to work delays, emergencies, and other problems Comply with legal requirements, building and safety codes, and other regulations
Bachelor of Science (HONS) in Architecture, Taylors University Master in Melbourne School of Design, Australia
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KOBE Architects Kobe Architects Sdn. Bhd. Kobe Architects is a firm of experienced professionals offering comprehensive services in architecture, interior design and all municipal approvals to residential, commercial, skyscrapers, hospitality and institutional clients. While maintaining a diversified practice, the firm are devoted to geometrically sophisticated angular shaped buildings that creates a landmark people can relate to with social interaction and environmental sustainability initiatives. Emphasis are also placed on service to our clients. We are familiar with participating as a team member and providing limited services on a project. Projects are executed with a commitment to quality designed with a disciplined approach to project constraints and clients needs. “Uncompromised engagement in creativity with aesthetic, susta and functionality”.
AR.Khor Hao Xiang Architect ● ● ● ●
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Creating building designs and highly detailed drawings both by hand and by using specialist computer-aided design (CAD) applications Liaising with construction professionals about the feasibility of potential projects Working around constraining factors such as town planning legislation, environmental impact and project budget Working closely with a team of other professionals such as building service engineers, construction managers, quantity surveyors and architectural technologists Writing and presenting reports, proposals, applications and contracts Specifying the requirements for the project Adapting plans according to circumstances and resolving any problems that may arise during construction Travelling regularly to building sites, proposed locations and client meetings
Education Background ● ● Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Bachelor of Science(HONS) in Architecture, Taylors University Masters of Architecture, The Bauhaus-Universität Weimar 7 | Page
OCULUS Engineering Oculus Engineering Sdn. Bhd. Oculus Engineering offers a comprehensive range of innovative services and solutions in support of federal, state, and municipal governments, foreign allied governments, and a wide range of private development and commercial clients. Oculus Engineering’s focus is on the safety and security of people across the world through planning and engineering improvements to infrastructure and the environment, and through protection of our quality of life and freedom in support of national and international security. Oculus Engineering has more than 6,000 employees in 90 offices worldwide. “Engineers like to solve problems. If there are no problems handily available, they will create their own problems”.
Ir. Eddie Goh Civil & Structure Engineer ● ● ● ● ● ● ●
Prepare cost estimates, budgets, and work timetables Interpret and explain contracts and technical information to other professionals Report work progress and budget matters to clients Collaborate with architects, engineers, and other construction specialists Select, schedule, and coordinate subcontractor activities Respond to work delays, emergencies, and other problems Comply with legal requirements, building and safety codes, and other regulations
Education Background ● ● ●
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
A-level study in King Saud University, Saudi Arabia Bachelor of Engineering (HONS), Monash University Masters of Engineering (Civil), Melbourne University
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SK Engineering & Industries Sdn. Bhd.
IR. FOO SHI-KO Mechanical & Electrical Engineer
SK Engineering & Industries is part of SK Group of Companies originate from Tokyo. It was founded and established in Tokyo since 2002 as SK Engineers and specializing in Integrated Mechanical & Electrical Engineering serving both, the industrial and commercial sectors. SK offers a variety of services to our clients which includes M&E design and consultancy, M&E Design & Build, Drafting Services including 3-D Interior, space planning as well as M&E facilities maintenance to value add our services. “We don’t just design and build your lab; we start from ground zero all the way to a fully functional lab and beyond”.
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Design and oversee designs by designers and drafters in production of electrical system construction documents for submittal and use in construction of various types of buildings and other structures. Interface with municipal and construction personnel during construction process. Conduct on-site inspections to ascertain compliance with construction design documents and specifications. On Site Mechanical and Electrical Engineer providing Subject Matter Expertise and project management support to the Construction Management Team. Electrical installation management, generation and implementation of construction schedules, observation and inspection of installations, report writing, constructability problem analysis and resolution.
Education Background ● ●
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Bachelor of Civil Engineering in University of Nottingham Master in University of Tokyo, The Department of Mechanical Engineering 9 | Page
WS Landscape Architecture & Planning
AR. LOH WEI SHUEN Landscape Architect
WS Landscape Architecture & Planning is an award-winning landscape architecture firm based in Kuala Lumpur. We believe in creating a sustaining and fulfilling environment for clients and the community. By focusing on how people interact with their environment, we create an ensemble that engages the senses through textures, colours, light, form and space, resulting in an outdoor experience that is enjoyable, beautiful and comfortable.
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Projects Mutiara O2 Residency ONE Parc Regency The Arc @ Cyberjaya Plaza O2 Residence Sales Gallery
● ● Heights Subang
Damas
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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Confer with clients, engineers, and building architects to understand a project Prepare site plans, specifications, and cost estimates Coordinate the arrangement of existing and proposed land features and structures Prepare graphic representations of proposed plans using computer-aided design and drafting (CADD) software Select appropriate materials for use in landscape designs Analyze environmental reports on land conditions, such as drainage and energy usage Inspect landscape work to ensure that it adheres to original plans Seek new work through marketing or by giving presentations
Education Background
3 ● ● ●
Foundation study in Taylor’s University Bachelor in architecture, Taylor’s University Master in Architecture in TU Delft, Netherlands
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SR. LEE YIH Quantity Surveyor
JLY Quantity Surveyors Sdn. Bhd. For the past 25 years, JLY Quantity Surveyors Sdn. Bhd. has provided Quantity Surveying consultancy services for an extensive variety of projects, both locally and internationally. Our current workforce consists of 60 people of varying backgrounds, but all of whom are trained to utilize Building Information Modelling (BIM) thoroughly from the start until the end of every project. We have and always will be committed towards the professional development of our team, as well as growing the firm’s technological expertise to always be at the forefront of the Construction Industry in Malaysia.
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Projects i-City, Shah Alam for i-Berhad Solaris Dutamas 2, Dutamas for UEM Sunrise Baker Square Office Block Silver Stream Shopping Centre Oxley Towers, KLCC for Oxley Rising
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Prepare cost estimates, budgets, and work timetables Interpret and explain contracts and technical information to other professionals Report work progress and budget matters to clients Collaborate with architects, engineers, and other construction specialists Select, schedule, and coordinate subcontractor activities Respond to work delays, emergencies, and other problems Comply with legal requirements, building and safety codes, and other regulations
Education Background ● ● ● ●
A-level study in King Saud University, Saudi Arabia Bachelor in construction engineering, Swiss Federal Institute of Technology (ETH) in Zurich Master in Construction Management in New York
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Site Documentation Report
3.1
Site Analysis
3.1.1 Introduction Taylor Lakeside University is located in Subang Jaya, Selangor, Malaysia. This campus is open in 2010 set on 27 acres of greenery and a 5.5 acres if a man-made lake. Since their inception in 1969, Taylor's University has gained significant recognition as a leading private education institution. The exhaustive list of accolades range from national to international - testimony to our unwavering commitment towards excellence in teaching and learning. More than 70,000 graduates and a roughly 20,000 students, the building has to provide sufficient facilities to its occupants – one of the obvious is car parks. The site given by the client is an existing car park location named Zone J adjacent to the university commercial block.
3.0 Site Documentation
SITE B
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Site Documentation Report
3.2
S.W.O.T Analysis STRENGTH
Simple and straightforward access from commercial block.
OPPORTUNITY
Panoramic view of campus and lake from site.
WEAKNESS
Site given situated next to a slope.
Existing service lane allows easy loading and unloading for construction.
Existing trees act as natural buffer against the road.
THREAT
Poor ground condition on site.
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Constant vehicular noises.
Uneven ground due to poor soil condition causes poth-hole.
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Design Proposal Report || Khor Hao Xiang || 0318065
4.1
Building Design Proposal
4.1.1 Introduction The project calls for a proposal on a new recreational area in Taylor’s University. The main purpose of the project is to manage and facilitate any future outdoor activities for staff and students which aims to create a common bond within the campus community. The site given is located at Zone J open car parking area right next to SYOPS mall with the site area of 600m2 and the boundary of 30m by 20m. The recreation district provides spaces for lounge, exhibition, indoor games, office, cafe, reading corner and other outdoor activities platform.
READING AREA
4.0 Project Brief
ROOF TERRACE OFFICE
CAFE
INDOOR GAMES
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EXHIBITIO N
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4.1.2 Case Study, The KABIN Shipping container architecture is a form of architecture using steel intermodal containers (shipping containers) as structural element. It is also referred to as cargotecture, a portmanteau of cargo with architecture. The following case study is about THE KABIN, which is also a shipping container architecture boutique hotel located in Sekinchan, Kuala Selangor, a unique container-type lodging unit with a smart modular concept catered for a one of a kind holiday experience. ARCHITECTURE Returning to nature in a compact yet comfortable space and temporarily escape from the hustle and bustle is THE KABIN’s main concept on delivering a getaway container boutique stay. There are basically two different type of containers used at The Kabin. Their difference are in the length of the container. The shorter ones, with length of 6m are used for rooms for 2-4 person, while the longer ones, with the length of 11.5m can accommodate up to 6 person.
The container above is oriented to not stack directly onto the container below to create a terrace and landscape space below the cantilever.
Skin of the container are removed to create an outdoor roof terrace. The space act as a viewing deck towards surrounding landscape and tea area.
Container is arranged in a way that every spaces are surrounded by vast landscape and capturing maximum natural air ventilation throughout the interior.
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4.1.3
Building Design Concept
With the existing site that have great surrounding views and some trees, it poses a potential of being a space of tranquility for relaxation and temporal escape from work and study stress that are commonly found on students, office workers and lecturers in the university. Hence, design concept of the recreation district strongly emphasise on connection between minimalist architectural design and nature, which on this case using the most essential materials for the construction and the natural environment to create user engagement between each other and the surrounding landscape.
SUSTAINABLE
ORIENTATION
SURROUNDING
The container structure is design to minimise the use of artificial lighting and mechanical ventilation as ample openings are created on the skin of the containers. For instance, full height glazing on the exhibition space are used to capture maximum natural sunlight to suits its function and required settings.
Orientation and arrangement of each container are customized according to the views intended to be framed on panoramic surroundings as well as creating different visual connectivity on the street level with the structure.
The structure is arranged to surround the outdoor space of the recreational district to create sense of tranquility away from the university context. Each spaces within the structure are also arranged to be surrounded by green landscape on all four sides.
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CONTAINER SIZE USED
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4.1.4
Building Plans
GROUND FLOOR Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.1.4
Building Plans
FIRST FLOOR Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.1.4
Building Plans
SECOND FLOOR Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.1.5
Building Elevations
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4.1.6
Building Section
SECTION A-A Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.1.7
Building Proposal Renders
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4.1.7
Building Proposal Renders
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4.1.7
Building Proposal Renders
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4.2.1
Site Condition
4.2.1.1 Site Condition The site is covered by sand and crusher run stone. Due to the low site location, the site will collect rainwater and causing a serious flooding issue. Hence, the soil condition of the site is unstable and loose. 4.2.1.2 Preparation In preparation of the construction, the sand and crusher run stone on the site surface within the site boundary are removed for the excavation.
4.2 Civil & Structural Engineering Report
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4.2.2
Foundation
4.2.2.1 Raft Foundation (Slab Foundation) Due to the site condition and issues, raft foundation is chosen as the most suitable foundation for the construction. Advantages of raft foundation: 1. Suitable for soft ground 2. Provide solid base 3. No hollow space in the foundation, prevent termite infestations 4. The foundation elevates the site to solve the flooring problem.
Diagram 4.2.2.1 from Raft Foundation Sectional Diagram
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4.2.2.2 Raft Foundation Construction Method 1.
Commonly used type of raft is the solid slab raft without downstand beam. To begin constructing the solid slab raft foundation, the vegetative top soil (original soil) is removed then the soil left behind is compressed. Sometimes, hardcore (broken rocks or stones) maybe be added to raise the ground floor level.
2.
To provide a level bed that will receive the reinforcement and concrete, a layer of blinding (weak concrete) is added to the surface of the hardcore or directly to the compacted soil.
3.
After the blinding has been allowed to cure for some days, then the temporary formwork (wood) is then erected over it all around that will serve as the support to for the reinforced steel bars and concrete work. Mould oil can be used on the surfaces and sides of the formwork. This makes the finished concrete work to have a clean look or surface by preventing the concrete from sticking to the wood used.
4.
The reinforced steel bars will then be placed into the formwork following the bending schedule the structural engineer has provided. After this is done the concrete which is mixed to a given ratio is then poured in and spread all over to cover the reinforcement.
5.
When the concrete has been allowed to cure for some days. A layer of damp proof membrane is spread around the entire area of the foundation and then over it reinforced mesh wire is laid, which will receive the concrete for the main floor slab (German floor). Before the concrete is poured all necessary plumbing piping is done. After the concrete has been cured the main walling for the building can begin.
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4.2.2.3 Container Footing Container footings are installed in order to prevent the base containers from moving and also elevating the containers to prevent flooding. Advantages of container footings: 1. Cost-effective 2. Durable
Diagram 4.2.2.3 from Container Footing
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4.2.2.4 Foundation Plan Indication of the foundation type and location.
4.2.3
Insulation
4.2.3.1 Insulation Panel Panel insulation is the most DIY friendly type of insulation, it requires stud walls to fit. The panels come in predefined sizes and simply fit them in between the gaps in the stud walling. Panel insulation is quicker to fit than blanket insulation; however you normally find panel insulation is slightly more expensive.
Diagram 4.2.2.4 from Foundation & Footing System
Diagram 4.2.3.1 from Insulation Panels & Section Details
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4.2.4
Structure
4.2.4.1 Connection Details Connection of the shipping containers without structural reinforcements.
Diagram 4.2.4.1 from Typical Container Connection Plan Details
Diagram 4.2.4.1 from Floor Section Details
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4.2.4.2 Structural Detail Structural details of the shipping containers without structural reinforcements.
Diagram 4.2.4.2 from Container Components Exploded View Diagram & Structural Detail
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4.2.5
Structural Reinforcement
4.2.5.1 Top Rail & Side Panel Reinforcement Although shipping containers can be stacked up to seven levels but the structural strength depends on entire steel frame/supporting walls intact. In the proposed design, it requires the removal of some walls and also to stack the containers up irregularly. Hence, structural reinforcement including top/rail reinforcement and columns are required to increase the structural strength of the containers and prevent the deformation of the containers.
Diagram 4.2.5.1 from Container Deformation & Structural Reinforcement Diagrams
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Diagram 4.2.4.2 from Reinforcement for open spaces after removing walls
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4.2.5.2 Column Steel columns are added into the proposed design to support the cantilever part of the container. Steel columns are also added at the corners of the containers as structural reinforcements. Four corner columns of container house steel components are 3.0~4.0mm cold-rolled sheet. These columns and corner fittings are connected and fastened by 7 Grade 8.8 M12Ă—40mm high strength screws with hexagon socket head. The perpendicular error between column, roof and ground is less than 3mm. ÎŚ50PVC waterfall pipes are hidden in the inner side of corner columns and are connected from roof corner fittings to floor corner fittings.
Diagram 4.2.5.1 from Steel Column Components for Container
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4.2.5.3 Column Location Proposed location of the steel columns in the design.
Diagram 4.2.5.3 from Ground Floor Columns Location
Diagram 4.2.5.3 from First Floor Columns Location
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Diagram 4.2.5.3 from Second Floor Columns Location
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4.2.6
Stair System
4.2.7
4.2.6.1 Steel Staircase Proposed prefabricated double stringer steel staircase to allow faster construction and also reduce the construction fees. Advantages of steel staircase system: 1. Sturdiness 2. Malleability 3. Resistance to corrosion 4. Durability 5. Simple to set up 6. Security 7. Quality
Roof System
4.2.7.1 Metal Deck Roof To achieve aesthetic purposes, flat roof was chosen. Although the container itself can be used without any roofing system but to prevent the collection of rainwater, a slight shed flat metal deck roof was proposed. The advantages of using a shed style roof are that it is extremely cheap and very simple to build; a roof like this could be made and fitted in a couple of days. 4.2.7.2 Installation To install a shed style roof on your shipping container you would first need to weld right angled steel plates across the length of the shipping container on both sides. On each side of the container roof you can then fix a wooden beam into the steel plates; this beam will be used to screw the trusses into. Next, screw your trusses into the wooden beams and the roof’s basic structure is starting to take place. Now you need to fix purlins across the trusses to complete the roof’s structure. For this step you can just fix 20 foot long purlins onto the trusses and you’re done. Next your trusses need bracing to protect you in the wind.
Diagram 4.2.6.1 from Steel Stair System
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You now need to cover your roof; you can do this using either shingles, galvanized metal sheets or coated steel sheets. Coated steel will be the most durable however galvanized metal sheets are very easy to fit and are also quite durable. The final stage is ensuring your roof has sufficient ventilation. To do this your trusses should overhang the container as shown below. You can then fix a fascia and soffit board underneath your trusses. The soffit board should have at least an inch air gap in the middle of it covered with wire mesh; this allows air to flow in and out of the roof.
4.2.8
Other Structure System
4.2.8.1 Detail & Description Details & specification of other structural components Bottom Steel Frame Bottom steel frame or ground system is one of container house steel components. It takes 3.0~4.0mm cold-rolled sheet as main steel frame and 80# square tube and C120# steel as secondary steel framing system. Three kinds of floor boards including compound wood flooring, solid wood flooring, or bamboo flooring, etc. are available. According to the GB 50009 – 2001 Load Code for the Design of Building Structures, the ground has the load capacity of 2KN/ m2. Top Steel Frame Top steel frame or roof system is one of container house steel components. And it regards 3.0~4.0mm cold-rolled sheet as main steel frame and 50# square tube and 1.2mm galvanized steel cover sheet as secondary steel framing system. The roof system is equipped with secondary keel to increase its overall strength. Ceiling is composed of sandwich panels. EPS, PU, and rockwool sandwich panels are optional. These panels are fixed on the secondary keel. Furthermore, according to the GB 50009 – 2001 Load Code for the Design of Building Structures, the roof system offers the load capacity of 0.7KN/m2.
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Mechanical & Electrical Engineering Report || Foo Shi-Ko || 0318262
4.3.1
Air Conditioning & Mechanical Ventilation System
4.3.1.1 Split Air Conditioner System Due to the site condition located amidst carpark where no shades nor trees are spotted anywhere, the container pavilion shall implement air-conditioning system to reduce the internal thermal heat. Hence, most of the indoor gallery which covers large capacity within the container shall be provided with split unit air conditioner. The split air conditioner system is chosen due to aesthetic appeal and do not take up as much space as a window unit. A split air conditioner can be used to cool one or two rooms.
4.3 Mechanical & Electrical Engineering Report
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Mechanical & Electrical Engineering Report || Foo Shi-Ko || 0318262
4.3.2
Power Distribution Services
4.3.2.1 Electrical Distribution Board Electrical distribution boards contain a special circuit breaker, which is the main part of these board panels. It has the main function which includes splitting the total amount of electrical power (either single or three phase) and distributing it to a certain number of mini circuit breakers. Each of the mini breakers are connected to a specific cable that leads to an individual power outlet, machine point or light circuit. These cables are also inserted in the distribution board, but they are located on the opposite side of the main feeding cable.
Schneider Electric 1, 3 Phase Distribution Board, 16 Way, 250 A
For most homes, a 100-amp main is sufficient to handle all electrical needs; however, many new-home builders now install 150-amp or 200-amp services to ensure plenty of capacity. Electrical service panels rated at 60 amps or lower are undersized for contemporary needs. Every circuit breaker is rated for the type of wire and load required by its circuit. The most typical capacities for lighting and receptacle circuits are 20-amp and 15-amp. Standard breakers for 120-volt circuits take one slot; breakers for 240-volt circuits take two. Some manufacturers make extra-thin breakers that take only half the space of standard breakers.
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4.3.3
Sockets and Switches
The number and position of sockets are generally as shown on the room layout.
MARBO 10A SPN Single Way 1 Gang Lighting Switch Quantity: 20
● ● ● ● ●
Dimensions: 9 x 8.4 cm COLOUR - WHITE MATERIAL - PLASTIC CAN BE USED AS 1 OR 2 WAY SWITCH COME WITH FIXING SCREWS
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
UMS 13A 250V ac 1 GANG SWITCH SOCKET OUTLET Quantity: 37
● ● ● ●
Dimensions: 8.6 x 8.6cm Mechanical Life: 12 year/100,000 times switch on/off UK style, 3 pin
30A DP ON/OFF SWITCH COMPLETE WITH INDICATION LIGHT (FOR AIRCOND) Quantity: 7 ● ● ● ● ●
Dimensions: 8.6 x 8.6cm 20A 1 Gang 1 Way DP Switch (Neon) MADE IN MALAYSIA SIRIM APPROVED
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4.3.4
Lighting
4.3.4.1 List of Lighting Fixtures
SWELL LED Single Pendant Light Quantity: 39
Fully dimmable, for indoor/ outdoor use, damp rated ● ● ● ● ● ● ●
Dimensions:20 x 305cm (max)) Voltage: 120V 60Hz Power Consumptions: 14.5W Color Temperature 2700K Luminosity: 800 Lumens Color Rendition Index: 82 CRI 40K Hour Lifespan
WAC LED Adjustable Recessed Ceiling Light Quantity: 22
Individually adjustable luminaires, 30° visual cuto for glare control, 5° vertical tilt. 350° horizontal rotation. ● ● ● ● ● ● ●
Dimensions:21.9 x 12cm Voltage: 120VAC Input Power Consumptions: 22W Color Temperature 3000K Luminosity: 805 Lumens Color Rendition Index: 90 CRI 50K Hour Lifespan
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
CSL Fluorescent DownLight Quantity: 20
Provides diffused, task lighting for workspaces, Cool operation, Long-Life, Energy Efficient ● ● ● ● ● ● ●
Dimensions:101.6(L) x 12.7(W) x 3.8(H)cm Voltage: 120V Power Consumptions: 18W Color Temperature 2700K Luminosity: 700 Lumens Color Rendition Index: 90 CRI 35K Hour Lifespan
WAC LED Adjustable Track Lighting Quantity: 46
Die-cast aluminium track head with polycarbonate transformer case, 350° horizontal rotation and 90° vertical aiming ● ● ● ● ● ● ●
Dimensions: 6 x 8 x 14.6cm Voltage: 120VAC Input Power Consumptions: 14.5W Color Temperature 3000K Luminosity: 975 Lumens Color Rendition Index: 85 CRI 70K Hour Lifespan
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4.3.4.4 Lumen method calculations Considering the amount of glare passes through the exhibition space, The sun shines in the morning from the East and when the time passes, the sun will be positioned above the building. Considering the space situated on the East, the amount of natural light passes through the space would be inadequate enough to do any activities. Hence, LED recessed lights are needed to be introduced into the reading space.
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4.3.4.5 Lighting Design Proposal
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4.3.4.6 PSALI Light Contour
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4.3.5
Rainwater Harvesting System
Harvesting rainwater is simply the collection of water for domestic or commercial use that would otherwise go down the drain," he said, adding that RWH can be installed in both new and existing buildings.Even in humid tropical Malaysia where rainfall is abundant (annual rainfall 2400mm for Peninsular Malaysia), water fluctuations due to a lack of rainfall do happened as in the 1998 drought which brought unpleasant water supply disruptions for Klang Valley folks. Recycling such a precious commodity as rainwater contributes to a sustainable way of living. The Atlantis Rainwater Harvesting and Re-use System has proven to be very effective in providing a regular clean water supply for domestic and commercial applications. The expert said rainwater can provide a long-term sustainable water supply plan for consumers even in the worst water shortage, provided the tanks are filled.
4.3.5.1 Advantages & Disadvantages
Advantages
Disadvantages
Allow us to achieve a sustainable future with better environment
Initial cost may prevent one from installing the system
Substituting municipal water with rainwater for nonpotable usage can decrease half the amount of the municipal water used
Water availability is limited by the rainfall intensity and roof area
Good form of water supply during water rationing or interruption of water supply
Mineral-free rainwater has a flat taste, which may not be liked by many
The quality of rainwater is comparatively good
Storage capacity is limited
Independant, flexible system there suitable for scattered settlements like the pavilion
-
No energy costs are incurred in running the system
-
Easy maintenance by the owner/users
-
Despite the cons, rainwater harvesting system is chosen due to the site location which is amidst a car park and could use the nearby Syopz commercial block to transfer water for efficiency purposes and storage considerations.
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4.3.5.2 Components STABICOR GUTTER SYSTEM
MONIER FILTER COLLECTOR
A high quality rainwater management solution that is designed with exceptional durability and reliability. It Is made from high tensile Aluminium Zinc for enduring colour consistency and corrosion resistance to withstand harsh weather conditions.
Removes and prevents debris, leaves and sand from entering the storage tank by directly discharging dirt to the drain.
FIRST FLUSH DIVERTER
MONIER RAINWATER TANK
Reduces the pollution of tank water by diverting the first flush of contaminated water away from the tank.
Stores filtered rainwater.
AUTO SWITCHING DEVICE
MONIER PART FILL VALVE
An automatic switchover device that also functions as a pump controller. It receives signals from the sinker float sensor, water pressure sensor and mains water supply sensor; and controls the running of the pump and automatically selects the water source.
The purpose is to automatically maintain a low level of water in the tank during periods of no or low rainfall. This allows the tank to continually supply water while leaving capacity in the tank for refilling in the next rainfall.
CENTRIFUGAL PUMP
LEVEL INDICATOR
To boost pressure. The pump is only active when water is drawn from the tank.
A dial-type indicator that displays the level of water in the tank.
"NON-POTABLE WATER" SIGN All water may look the same but it isn't. Install a Non-Potable Water sign to prevent people from drinking unsafe water.
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4.3.5.3 Operation System of Rainwater Harvesting
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4.3.5.5 Product and Specifications List UBBL 247 (2) Main water storage tanks within the building. Other than for hose reel systems, shall be located at ground, first or second basement levels, with fire brigade pumping inlet connections accessible to fire appliances. Water Tank Storage Quantity: 1
Rainwater Pre-Tank Filter Quantity: 1
Rectangular Rainwater Gutter 6800mm (L)
BUSHMAN// 1200L Effective Polyethylene Rainwater Tank C/W Accessories Installation
WEIDA// 3P Filter Collector - Rainwater Harvesting Polyethylene Pre-Tank Filter
F370 Sphera® Gutter
Dimension: 1596mm (T) x 1175mm (B) x 1100mm (H) ● ● ● ● ● ●
UV resistant Non-Corrosion Leakproof High durability Chemical resistant Maintenance free
Dimension: Integrated filter sieve. The mesh is made of stainless steel (mesh size 0.7 X 1.7mm) ● Roof area of application: Up to 70m2 ● Easy installation and maintenance ● Complete with adapter and reduction sets ● For installation at downpipes at 68mm and 110mm, adapters included
Water Storage Vessels Separate water storage vessels are an integral part of many dual supply systems. This section deals with requirements for the storage of water supplied from the water main or other drinking-water sources. In the design of these systems, it is important to ensure that the required air gap is established between the drinking water supply inlet and the overflow spill level of the fixture. Water storage tanks are appropriate for use in the following circumstances:
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Dimension: 5.8m(L) x 0.1(W) x 0.12(H) ● ● ●
Fast flow channeling of rainwater Firm and reliable. Leak-proof
• Sanitary flushing • Supply of drinking-water • Firefighting • Air-conditioning • Refrigeration
• Ablutions • Prevention of cross-connections • Make-up water • Contingency reserve
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4.3.6
Drainage and Sewerage System
UBBL 1984 (115) Roof covering and drainage. All roofs of buildings shall be so constructed as to drain effectually to suitable and sufficient channels, gutters, chutes or troughs which shall be provided in accordance with the requirements of these By-Laws for receiving and conveying all water which may fall on and from the roof.
Diagram 4.4.5.1 from PALING Soil, Waste Vent Piping System Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.3.6.2 Product and Specifications List Basin Quantity: 2
Sink Quantity: 1
Tap Water Quantity: 1
Water Closet Quantity: 2
Gully/ Floor Trap Quantity: 1
BTHRMS RUFFWATERS// Square Water Basin
WUSHAN// Galvanized water trough Stainless Steel Sink
PAKAI FT-BT// Flat Series Bib Tap ½” with Flanges
ZELLA// C-200 Wash Down Two Piece Water Closet
SPIND IV ESPIRIT // Standard Plastic Grating & Collar
Dimension:425mm (L) X 460mm (W) X 195mm (H)
Dimension: 825mm (L) x 450mm (W) x 210mm (H)
Dimension: 25.4mm
Dimension: 390mm (L) X 385mm (W) X 790mm (H)
Dimension: 1.2mm (Collar), 1.2mm (Grating)
Floor Trap Quantity: 3
Sump Quantity: 6
Hot Water/ Cold Water Pipes Quantity: 8m/ 32.79m
Rainwater Downpipe Quantity: 67.2m
Soil Pipe (Sewerage) Quantity: 7m
YES PLUS // Stainless Steel Waste Strainer Floor Trap
EVERBILT// ½ HP Submersible Sump Pump with Tether
19mm∅ Copper pipes// 25∅ HDPE Pipes
PALING// Normal Duty 100mm∅ UPVC Single Socket Pipes
PALING// 110mm∅ UPVC Single Socket Pipes
Dimension: 1.2mm x 1.2mm
Dimension: 20(W) x 20(L) x 29(H)
Dimension: 5.8m(L)/ 6.0m(L)
Dimension: 6m(L)
Dimension: 5.8m(L)
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4.3.7
Fire Fighting Protection System
4.3.7.1 Active Fire Protection System Active fire protection system is a system widely used in the process industries for protection. There are always on alert and first to act in case of fire. The overall aim of active system is to extinguish the fire by: ● Detecting the fire early and evacuate the building ● Alerting emergency services at an early stage of the fire ● Control the movement of smoke and fire ● Suppress and/or starve the fire of oxygen and fuel. (NAFFCO, 2004)
4.3.7.2 Non-Water Based System Carbon Dioxide system have been in use for many years and are used for the extinguishment of flammable liquids, gas fires, and fires involving electrically energized equipment, and some ordinary combustibles.
Alarm Bell Quantity: 7
Smoke Detector (SD) Quantity: 7
Dry Powder Extinguisher (DP) Quantity: 7
DEMCO// Fire Alarm Electric Bells
SMART// Wireless Independant Power Smoke Detector
FLAMMART// 4.0kg Extinguisher (ABC Dry Powder)
Dimension: 100 x 150 x 200mm
Dimension: 106 X 106 X 35mm
Dimension: 139(W) x 178(H)mm
According to UBBL 1984, Section 237: All premises and building with gross floor area excluding car park and storage area exceeding 9290m2/ exceeding 30.5m in height shall be provided with a two-stage alarm system with evacuation (continuous signal) to be given immediately in the affected section of the premises.
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Smoke Detector is a typically as an indicator of fire and is one of the important safety tools to detect smoke and heat while fire in the building.
According to UBBL 1984, Section 227: Portable Fire Extinguisher shall be provided in accordance with relevant codes of practice and shall be sited in prominent position on exit routes to be visible from all direction and similar extinguishers in a building shall be of the same method of operation.
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4.3.7.4 Product and Specifications List Plastic Water Tanks featured below are ideal for multi-purpose use including: storing safe potable drinking water, rainwater harvesting & collection, long term storage of water, emergency backup in home water storage tanks, fire suppression & protection and home or farm irrigation.
Fire Fighting Water Tank Storage Quantity: 1
Hose Reel (HR) Quantity: 7
Automatic Pendant Sprinkler System Quantity: 29
PLASTIC MART// 10GAL Plastic Water Storage Tank
K.PROTECTION// Hose Reel Cabinet
SWIFT// Viking Pendant Brass Glass Bulb
Dimension: 304(W) x 635(H)
Dimension: 700mm (W) x 800mm (H) x A (D)
Dimension: K Factor: 5.6 (81) Thread Size: 1/2 inch
According to UBBL 1984, Section 247: (1)Water storage capacity and water flow rate for fire fighting system and installation shall be provided in accordance with the scale as set out in the tenth schedule to these By-Laws.
Hose reel systems shall be designed and installed in accordance with MS 1489.
Under UBBL 1984, Section 228: Sprinklers valves maximum spacing for sprinkler head = max 4750mm; max from the wall: ½ of the max distance between sprinkler head.
(2) Main Water storage tanks within the building, other than for the hose reel system, shall be located at ground, first or second basement levels, with fire brigade pumping inlet connection accessible to fire appliances.
At least one hydraulic hose reel conforming to the requirements in SS CP 29 Code of Practice for Fire Hydrant Systems and Hose Reels shall be provided in every storey of every building except the following: Any other small building which at the discretion of the Relevant Authority does not require a hose reel.
3400mm
3400mm
3400mm
3400mm
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Mechanical & Electrical Engineering Report || Foo Shi-Ko || 0318262 Keluar Sign (K) Quantity: 14
Emergency Light (EL) Quantity: 23
Break Glass Quantity: 7
CPE ELECT// Slim LED Emergency Keluar Sign
PNE SJ// LED Surface Mounting Emergency Light
CPE ELECT// Emergency Fire Glass Break Alarm Switch
Dimension: L570mm x W155mm x H56mm
Dimension: 360 (L) x110 (W) x 70(H)mm
Dimension: 87 X 87 X 51mm
According to UBBL 1984, Section 172: (1)Storey exits and access to such exits shall be marked by readily visible signs and shall not be obscured by any decoration, furnishings or other equipment
Reason for installing an emergency lighting system is to enable the building to meet fire safety legislation in a way that is visually acceptable and meets the user’s needs for ease of operation and maintenance. Emergency light are to be located at the essential areas in the buildings. These locations are not part of the escape route but because of their risk they require protection by emergency lighting
This device shall be housed in a break glass box located beside the sliding doors or roller shutters and fixed at a height of 1.4m above the finished floor level. It shall be easily accessible, conspicuous and be free from obstructions.
(2) A sign reading “KELUAR” with an arrow indicating the direction shall be placed in every location where the direction of the travel to reach the nearest exit is not immediately apparent (3) Every exit sign shall have the word “KELUAR” in plainly legible letters not less than 150m high with the principal strokes of the letters not less than 18mm wide. The lettering shall be in red against a black background. Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.4 Landscape Design Report
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4.4.1
Existing Site Condition
4.4.1.1 Softscape
1
1 2
2
The site is surrounded by medium-sized trees and grass at the west and north side, serves as a landscape buffer (Label 1). A few trees lining around the lake at the east side of the site creates a shady environment, people are more likely to walk there (Label 2). Generally the softscape condition is good, existing landscape shall be remained and the proposed design will be emphasized on the east side due to the exposure. Trees will be less planted to create a sustainable environment due to the unsuitable soil.
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4.4.1
Existing Site Condition
4.4.1.2 Hardscape
3
3
4
4
Existing walkway paved with brick links the mall with the outdoor parking space (Label 3). The site has a bad soil condition. Potholes creates uneven ground and turns into water-logged after raining (Label 4). The bad land condition cause inconvenience to people. Hardscape will be used maximally to ease of construction, avoiding delay due to the plantation of trees on site. The proposed hardscape will provide an even ground, favourable walking condition whether rain or shine. Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.4.1
Proposed Landscape Layout
Proposed landscape can be divided into two categories: softscape and hardscape. Design will be focused on using hardscape to solve the unfavourable condition of the site.
Softscape 1
Tabebuia Trumpher Tree
2
Green Philodendron Hanging Basket Silk Plant
3
Robellini Palm
4
Maidenhairs
Hardscape 1
Satrun Teak Backless Round Tree Bench
2
Outdoor LED Short Post Lamp
3
Timber Decking
4
Concrete Block Flooring
5
TĂ„RNĂ– Table + 4 chairs, outdoor - IKEA
6
Small rocks Existing landscape Proposed landscape
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4.4.2
Softscape
Maidenhairs
Green Philodendron Hanging Basket Silk Plant
Robellini Palm Tree in black pot Tabebuia Trumphet Tree
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4.4.2
Hardscape
Outdoor LED Short Lamp Post Timber decking
IKEA TARNO table + chairs, outdoor
Saturn Teak Backless Round Tree Bench
Natural Black Chipping Gravel Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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4.4.3
Overall Landscape Cost Breakdown
Softscape No
Item
Unit price (RM)
Quantity (pcs)
Total
1
Tabebuia Trumphet Trees
58.00
4
232.00
2
Green Philodendron Hanging Basket Silk Plant
72.00
5
360.00
3
Robellini Palm
48.00
3
144.00
4
Maidenhairs
225.60
5
1128.00
Hardscape 1
Saturn Teak Backless Round Tree Bench
280.00
2
560.00
2
Outdoor LED Short Post Lamp
27.90
15
418.50
3
Timber Decking
35.00
130 sqm
4550.00
4
Concrete Block Flooring
18.00
105 sqm
1890.00
5
TÄRNÖ Table + 4 chairs, outdoor - IKEA
180.00
5
900.00
6
Natural Black Chipping Gravel
50.00
4
200.00
Grand Total
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10,382.50
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5.1
Property Details
60m 600m² 20m
5.0 Costings Report Site B Location No. 1, Jalan Taylor’s, 47500, Subang Jaya, Selangor Darul Ehsan Function Recreational district Size 600m² Budget RM1,500,000.00 (not inclusive of professional fees) Initial Budget Allocation
Project Management (MGT60403 / ARC 3612): Proposed Pavilion
Architectural Civil & Structural Mechanical & Engineering Landscape Labour & Plants Total Construction COst
RM 100,000.00 RM 300,000.00 RM 40,000.00 RM 20,000.00 RM 250,000.00 RM 710,000.00
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5.2
Container Supplier & Details
20 HC (L 20′ X W 8′ X H 9’6) Used container (20 HC)
40 GP (L 40′ X W 8′ X H 8’6)Used container (40 GP)
MK Containers SDN. BHD. Lot 11900, Jalan Kebun Batu 8, 42500 Teluk Panglima Garang, Kuala Langat, Selangor Darul Ehsan MALAYSIA Tel : 012 923 1919
Used containers are chosen as the price is 50% cheaper than a brand new container. Also, the used containers are in very good condition after examined by our quantity surveyors alongside with the architects, civil & structural engineer.
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
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5.3
Cost Breakdown
A total of RM 400,000.00 contingency fee is added into total project cost as to allocate budget for any risk management projected in future as per discussed by project management in the later part of this report. However, the total project cost is still lower than the given budget by client, which was initially RM 1,500,000.00.
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5.4
Recyclable Products Value
15.24% of the materials used in the construction of this project is recyclable which allows client to earns a total of RM 84,078.50 after dismantling this building if its required in the future.
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5.5
Raw Rates (Tender Result)
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5.5
Raw Rates (Tender Result)
The finalised rates are chosen based on the ability of each contractor to deliver products that meet requirement of this project. Also, contractors that take shorter amount of time to produce the required materials and to deliver it to site on time is also taken into consideration during the filtration of tender result.
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5.6
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Summary and Success Criteria
The final project cost is expected to be RM 1,151,055.60 which is lower than the initial budget given by client. The construction cost of this project is 75% cheaper than initial estimated cost. Yet, by using a lower cost doesn’t jeopardise the success of this project. All constructions are still able to meet its deadline as planned. This is due to the implication of following strategies:
LOWER MATERIAL COST
RECYCLABLE PRODUCTS
QUICKER CONSTRUCTION
A set of bills of quantity is delivered to multiple contractors for them to propose quotation. After calling for tender and interviews, the most appropriate contractor is selected based on the lowest quotation price that meets the requirement of each material at the same time. Also, the usage of recycled materials such as used container allows its costing to be 50% cheaper.
15.24% of the materials used in the construction of this project is recyclable which allows client to earns a total of RM 84,078.50 after dismantling this building if its required in the future.
Not only low quotation price is the judging criteria for the selection, the ability of each contractor to produce the required materials and to deliver it to site is also another consideration factor. This would ensure every stages of construction to be on time based on the planned Gantt chart and minimise the floating period.
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6.1
Success Criteria
6.1.1 Introduction Project Success Criteria are definition in measurable terms of what must be done for the project to be acceptable to the client, stakeholders and end-users who will be affected by the project. The purpose of this chapter is mainly to investigate the criteria for measuring the success of a project and the key factors of project successes, which practitioners can make use of to minimise or eliminate failures and thus improve project success.
6.0 Project Management Report
6.1.2 Project Triple Constraint There are three core, interrelated factors in determining the success of a project: Time, Scope and Cost. The triple constraints are the three most important and opposing constraints that all project undergo. Changing one constraint will affect one or both of the constraints. In any project, we ZNB aims to satisfy all these triple constraints.
Decreasing allowable project Time increases pressure on Quality and/or Cost & Scope
Decreasing project Budget increases pressure on Quality and/or Scope & Time
COST
Increasing project Budget decreases pressure on Quality and/or Scope & Time
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TIME
QUALITY
Increasing allowable project Time decreases pressure on Quality and/or Cost & Scope
Decreasing Scope Requirements decreases pressure on Quality and/or Time & Cost
SCOPE Increasing Scope Requirements increases pressure on Quality and/or Time & Cost
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6.1
Success Criteria
6.1.3
Triple Constraint Strategies
APPROACH
We have achieve the “Good + Fast” method whereby the Time and Quality of the project are the main priorities and Budget become secondary concern if the client could afford a more premium price. They will be further elaborate in the following paragraphs in response to this project brief. (Mostafa, 2010) Below are the conditions to be met in order to achieve success of the project: ● ● ● ●
Deliver the most suitable proposal upon project brief and fulfil all the requirements given by the client. Project successfully construction within given period – 12 months The completed project is well equipped with sustainable features by having 50% reusable energy sources usage in the building. Completed project provides effective design solutions in term of sustainability, aesthetic, functionality and cost.
Time It refers to the time required to produce a deliverable project. Amount of time required to produce a deliverable project is relating to the requirements that are part of the outcome (Scope) along with the total number of resources allocated to the project (Cost). The Leisure Hub project should have been completed within 12 months starting from September 2017 to August 2018 upon the project brief. Hence, in ensuring successful project delivery, the following conditions are to be met during the planning and construction phase: ●
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Construction material or components used are mostly modular and available in the immediate market. Transportation of materials or components to be monitored and arrived safely on site to prevent any wastage of time. Consistent workflow and schedule by the site construction workers to ensure the project complete on time. Team to produce a design that work sensitively with the context to prevent any construction that would require any labour-intensive and time-consuming site work.
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Scope
Cost
Scope involves getting information required to start a project, and the features the product would have that would meet its stakeholder’s requirements. Scope deals with the amount of the effort and work from the team. The Leisure Hub project is strictly monitored according to the schedule on the Gantt Chart. Below are our strategies:
Estimation of total amount of money that will be required to complete the project delivery. Cost is being prioritized in this particular project as the entire project involves containers and building materials. The overall project budget should be controlled not to exceed the estimated cost of a similar project in the market. Wise spending of the client’s budget alongside its quality products. Below are our strategies:
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Applying the methods/tools from project management such as Gantt Chart, Risk Analysis and Work Breakdown Structure to manage the project flow and control then influences that will cause the schedule changes. Strict site monitoring is required to prevent any mistakes or failure that will cause time delay. Transparent communication, constant meetings and review among team members are required to ensure project progress according to the designated time frame.
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Optimal spending on resources and prevent wastage. Each spending from different aspect of the building must be approved by the client and beneficial in long term. Construction materials and components are chosen based on the delivery speed, availability in the nearest warehouse and speed of installation.
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6.1
Success Criteria
6.1.4 Success Factors We, Zouk We The Best Music Consultants Sdn Bhd (ZNB) is very keen in ensuring the success of each project. Therefore, we are always well prepared and equipped with the support to execute a project successfully. Listed below are the factors that are directly affecting the rate of success:
MANAGEMENT SUPPORT
CONSISTENT METHODOLOGY
We assure that all stakeholders agree on the goals for the project and are supportive of the work throughout the process. There must be a common vision, not just for the scope of the project, but how success will be judged at the end.
This stems from the ability to leverage the knowledge gained from previous projects. Previous practice creates a consistent terminology and provides experiences to draw from. Creating consistency allows us to better manage stakeholder expectations, since they will be more comfortable as to what should be happening throughout the process
SCOPE CONTROL By controlling scope as much as possible, we focused on making sure that the triple constraint strategies remain front and center. Everyone involved with the project must understand that a change in scope has implications on the project’s cost, schedule and the quality of the end product.
POWERFUL PLAN We prepare thorough plan that has clearly defined roles and responsibilities. The plan is used to manage and monitor the project’s performance throughout the process whilst handling progress and communicate effectively as the project progresses.
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EFFECTIVE COMMUNICATION This means opening the loop between the project manager and the project team, between all team members, and among the project manager and the organization’s leadership and other internal and external stakeholders. Our communication medium must be multidirectional, and be effective, whether written, verbal or nonverbal.
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6.2
Work Breakdown Structure (WBS)
6.2.1 Phase Orientated A Work Breakdown Structure (WBS) is a decomposition of all the work necessary to complete a project. A key project deliverable arranged in a hierarchy and constructed to allow for clear and logical groupings. The WBS should represent the work identified in the approved project scope statement and serves as an early foundation for effective schedule development. Each level of breakdown structure provides further important details or figures.
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Requirement Briefing Site Visit and Surveying Site Analysis Goals and Job Scope Briefing
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Programming Preliminary Design Proposal Building Structure Proposal Building Services Proposal Building Energy Proposal Schematic Landscape Design Schematic Interior Design Setting Project Budget
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Building Plans Submission BOMBA Plans Submission Submission Approval
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Finalization of Design Proposal Detailed Submission Drawings Detailed Schematic Drawings Detailed Structural Plans Detailed Building System Schematic Finalized Landscape Layout Detailed Interior Submission Drawings Pre - Tender Cost Estimation Bill of Quantity
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Tender Documentation Call for Tender Tender Notice Tender Period Bidding Tender Review & Selection Award of Contracts
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Site Works Earthwork & Structure Architecture Finishing Interior Works M&E Works Landscaping Works Site Clearance CPC - Practical Completion of Works
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6.2
Work Breakdown Structure (WBS)
6.2.2
Scope Orientated
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AR. KHOR HAO XIANG
IR. FOO SHI-KO
IR. EDDIE GOH
Architect
Mechanical & Electrical Engineer
Civil & Structural Engineer
Site Survey & Analysis Design Requirements (DBKL Regulations) Design Idea & Development (Concept & Programming) Preliminary Design Proposal Detailed Specification Submission Drawings Submission Approval Tender Documentation Construction Site Inspections
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Site Survey & Analysis Building Service Proposal Power Distribution Sanitary & Sewerage Fire Protection Building System Proposal Lighting Air-conditioning & Mechanical Ventilating Detailed Schematic Drawings Submission Approval Tender Documentation Negotiation with Suppliers Construction Site Inspections
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AR. LOH WEI SHUEN
SR. LEE YIH
Landscape Architect
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Site Survey & Analysis Schematic Landscape Layout Vegetation Specifications Detailed Landscape Layout Submission Approval Tender Documentation Construction Site Inspections
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Site Survey & Analysis Design Requirements (DBKL Regulations) Construction Structural Study & Schematics Building Structural Proposal Structural Integration Detailed Construction Method & Planning Submission Structural Drawings Submission Approval Tender Documentation Construction Site Inspections
Interior Architect
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Concept and Mood Board Presentation Schematics Interior Design Interior Finishing and Furniture Selection Interior Design 3D Visualisation Detailed Interior Design Drawings Detailed Specification and Materials Negotiation with Suppliers Construction Site Inspections
Quantity Surveyor
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Site Survey Cost Estimation Proposal Preliminary Cost Proposal Material Cost Breakdown Bill of Quantity (BQ) Contractual and Documentations Pre - Tender Documentation Letter of Award
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6.3
Gantt Chart
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6.3
Gantt Chart
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6.4
Pert Chart
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7.1
Risk Analysis
7.1.1 Introduction Risk analysis is important in order to increase the success rate of a project and to ensure the project go smooth. Based on each phase of designing process, potential risk are all noted down. In a scale of 1 - 5 was given to rate on both the likelihood and severity of a risk.
7.0 Risk Management Report
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Risk Analysis
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Risk Analysis
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Risk Analysis
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Risk Analysis
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Risk Analysis
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Risk Analysis
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8.1
8.0 Maintenance Proposal Report
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Maintenance Proposal PROGRAMME
ARCHITECTURE
Staffs and students are encouraged to proactively utilise the newly built leisure hub with care. Whereas the management are encouraged to carry out some strategies to promote more students of Taylor’s University using the hub.
Containers may come cheap in bulk; maintenance cost may not be justified if it is not properly treated during installation. All opening should be checked thoroughly for any uneven gap to prevent leakage in time. Containers should be treated with anti-corrosion paint to prevent the container from rusting. However, it is still advised to refurbish the exterior panels of the containers after every 5 – 10 years.
LANDSCAPE ARCHITECTURE
INTERIOR ARCHITECTURE
Management are highly advised to assign gardener or vegetation experts to carefully maintain the ample greeneries proposed.
Interior of container are encouraged to be placed or refurbished with new interior panels in every 5 – 10 years along with the exterior wall façade. This is to prevent unwanted hidden corrosion or the toxic emission from the container flooring.
CIVIL & STRUCTURE
MECHANICAL & ELECTRICAL
Maintenance crew takes precaution steps in maintaining the leisure hub in order to reserve sustainable assets and to ensure the comprehensive strategic use of facilities.
In house technicians are encouraged to present on site for frequent checking and monitoring.
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Conclusion
9.1
Conclusion
To summarise things up, this project is well planned and executed. The success of this project is certain through the following 5 main goals.
Meeting client’s requirement
9.0 Conclusion
Project to be handed over on August 1st, 2018
We have successfully included all indoor and outdoor recreational activities required by the client in this “Recreation Station’ within the given site compound. The circulation and spatial planning of this building is well designed to suit its function.
As shown in the Gantt Chart, the construction of this project is expected to be completed by July 4th, 2018 and is allocated for a one month period of post construction stage.
Building design to be self sustainable in long term planning
Final project cost to be lower than initial project cost estimation
The construction of building is designed as so to tackle future projected issue such as landslide and flooding. Rainwater harvesting system is included to reduce future electrical and water costings. Whereas its landscape design ensure less maintenance work in future. If this building were to be dismantled in the future, its recyclable materials ensure clients to earn 15.24% from the total project cost.
Through filtration of materials from tendering and selection of design after multiple discussion with other consultant teams, the final project cost is 75% lower than initial cost estimation of project
Accomplishing company’s belief and vision Our company believes in the transparent communication among all in order to ensure a successful project. The usage of shared cloud device and xref in AutoCad has ensured this. Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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9.1 Conclusion All of these could be achieved through the implication of following 5 strategies. Our project management team has strategically planned the role for each individual consultant team in this project in order to ensure the ultimate goal which is to achieve a quality outcome. None of the above could be achieved without the input from each consultant.
Conclusion
Architect Modular unit design
Landscape Architect Less depending on softscape design
Civil & Structural Engineer I. To tackle existing site issues II. To ensure quality of construction III. To lower construction cost
Mechanical & Electrical Engineer Environmental friendly
Quantity Surveyor Lower final project cost yet ensuring project to be delivered on time Project Management (MGT60403 / ARC 3612): Proposed Pavilion
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Appendix
10.0 Appendix
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Appendix
10.1
Client - Consultants Meeting Agendas
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Appendix
10.1
Client - Consultants Meeting Agendas
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Appendix
10.2
Client - Consultants Meeting Minutes
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Appendix
10.2
Client - Consultants Meeting Minutes
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Appendix
10.2
Client - Consultants Meeting Minutes
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Appendix
10.2
Client - Consultants Meeting Minutes
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