SCHOOL OF ARCHITECTURE, BUILDING & DESIGN Research Unit for Modern Architecture Studies in Southeast Asia Bachelor of Science (Honours) in Achitecture
PROJECT MANAGEMENT (MGT60403 / ARC3612 / ARC3614) Project 1: DEFINING AND DOCUMENTING A MODULAR / RESIDENTIAL CONSTRUCTION PROJECT PROPOSED CONTAINER STUDIO PROJECT AT NO. 1, JALAN TAYLOR’S, 47500, SELANGOR DARUL EHSAN FOR PROGRESSIVE SUCCESS SDN. BHD. AR. NAZARUDIN MASAT JEREMY TAY EUJIN | 0312228 JOCELYN TAY SUAT YEE | 317445 LEE QIN NI | 0317554 LINDA | 0316925 MUHAMMAD FARIDZUL FIKRI | 0311836 RENEE LIM WEI FEN | 0311016 TAN WEN YEE | 0315155
Contents
1.0 INTRODUCTION 1.1 Company Profile 1.1.1 Company History 1.1.2 Company Philosophy 1.1.3 Individual Profile 1.1.4 Organization Chart
2.0 PRELIMINARY STUDIES 2.1 Client’s Brief 2.1.1 Client Profile 2.1.2 Project Objectives & Requirements 2.2 Site Analysis 2.2.1 Site Findings 2.2.2 SWOT Analysis 2.3 Precedent Studies 2.3.1 Le Utthe boutique 2.3.2 Container Studio
3.0 PROJECT MANAGEMENT 3.1 Success Criteria 3.1.1 Project Management Constraints 3.1.2 Success Factors 3.1.3 Key Success Indicators 3.2 Work Breakdown Structure 3.2.2 Work Scope Breakdown 3.2.1 Timeline Management 3.3 Gantt Chart 3.4 Risk Management 3.4.1 Risk Analysis 3.5 Maintenance Proposal 3.6 Project Viability 3.4.1 Risk Analysis 3.6.1 Programme Viability 3.6.2 Estimated Capital vs Profit Margin 3.6.3 Building Operating Lifespan 3.6.4 GBI Award Winning Potential 3.6.5 Problem Solving Existing Issue
4.0 ARCHITECTURAL 4.1 Conceptual Design 4.1.1 Design Statement 4.1.2 Project & Container Studies 4.1.3 Conceptual Ideas 4.2 Schematic Design 4.2.1 Container Properties 4.2.2 Design Strategies 4.2.3 Site Analysis
4.2.4 Façade Studies 4.2.5 Design Process 4.3 Design Development 4.3.1 Orthographic Drawings 4.3.2 Spatial Visualization 4.4 Green Building Index 4.4.1 GBI Rating
5.0 CIVIL & STRUCTURAL ENGINEERING 5.1 Container Properties 5.1.1 Container Structure 5.2 Site Investigation 5.3 Foundation 5.3.1 Raft Foundation 5.4 Container Connection and Joint 5.4.1 Container to Container Connection 5.4.2 Container to Steel Structure 5.5 Container Unit Layout 5.5.1 Container Unit Layout Plan 5.6 Structural Layout 5.6.1 Structural Layout Plan 5.6.2 Steel Truss Frame Plan 5.6.3 Structural Section 5.7 Load Transfer Diagram
6.0 MECHANICAL & ELECTRICAL ENGINEERING 6.1. Lighting 6.1.1 Types of Lighting 6.1.2 Types of Switch and Socket 6.1.3 Sectional Perspective 6.1.4 Lighting Fixture Layout 6.2. Mechanical Ventilation 6.2.1 Cassette type Air-conditioner 6.2.2 AC indoor unit & outdoor unit layout 6.3. Drainage System 6.3.1 Drainage system components 6.3.2 Drainage system roof plan 6.3.3 Innovative water technology 6.3.4 Rainwater Harvesting System Schematic Plan 6.4. Fire Protection System 6.4.1 Active fire protection system 6.4.2 Wet Pipe Sprinkler System 6.4.3 Fire Water tank 6.4.4 Sprinkler system 6.4.5 Emergency Light/ Exit Signage 6.4.6 Sprinkler head & emergency light layout
Contents
7.0 INTERIOR ARCHITECTURE 7.1 Colour Scheme 7.2 Interior Furniture 7.3 Interior Layout 7.4 Interior Sections 7.5 Interior Perspectives
8.0 LANDSCAPE ARCHITECTURE 8.1 Landscape 8.1.1 Existing Landscape 8.1.2 Two Categories of Landscape Design 8.2 On-ground Landscape Design 8.2.1 Existing Condition 8.2.2 Landscape Layout 8.2.3 Hardscape and Softscape Design 8.2.4 Renderings 8.3 On-containers Landscape Design 8.3.1 Existing Condition 8.3.2 Landscape Layout 8.3.3 Hardscape and Softscape Design 8.3.4 Renderings 8.4 Overall Hardscape and Softscape Cost Breakdown 8.4.1 On Containers 8.4.2 On Ground
9.0 QUANTITY SURVEY 9.1 Property Details 9.2 Container Supplier & Details 9.3 Elemental Cost Breakdown 9.4 Recyclable Products Value 9.5 Comparison with Standard Construction Technique, R.C. Construction
10.0 REFERENCE 11.0 APPENDIX 11.1 Attendance 11.2 Meeting of Minutes
1.0 Introduction
1.1 COMPANY PROFILE
1.1.2 Company Philosophy
1.1.1 Company History
Contents
ARCHITECT SMALL EYES has a philosophy of work that is largely based on research, examination, critique and exploration of cutting edge issues, among the current pursuits are sustainability and energy concerns. These have become deeply rooted in their work. All projects begin with thoughtful research and development of unique and exclusive concepts without compromising the quality of the execution, meaning there is commitment in putting adequate resources to each project undertaken, no matter how small the budget.
MISSION At ARCHITECT SMALL EYES, our mission is to become a leading architectural firm in creative design solutions that resolve our clients' social, environmental & economic needs. ARCHITECT SMALL EYES Sdn. Bhd. Is a registered architectural company established in early 2016. ARCHITECT SMALL EYES covers a wide variety of services from conceptual design to building constructions, hence we house some of the best industry leading talents at almost every aspect which includes architectural, interior design, engineering and project management consultancy. ARCHITECT SMALL EYES Sdn. Bhd. was founded by Ar. Jeremy Tay Eujin in 2016 and is located in D7, Jalan Sentul, Kuala Lumpur, Wilayah Persekutuan Kuala Lumpur.
VISION We earn our clients' confidence through innovative design and sound business decisions that are grounded in collaboration and experience. We bring dynamic design teams together to develop exceptional projects for our clients. Our attention to detail is foundational to the successful completion of our projects. Our unparalleled respectful, knowledgeable and honest service is prime reason our clients choose to continually do business with us.
1.0 Introduction
1.1.3 Individual Profile
AR. JEREMY TAY EUJIN ARCHITECT
AR. JOCELYN TAY SUAT YEE PROJECT MANAGER
A strong willed architect with great passion for attention to detail. Demonstrated great foresight in managing strict deadlines and budget constraints without comprising on creativity. Specializes in personalization of residential homes with expertise in vernacular sustainable design.
Project manager with more than 5 years of working experience in architecture and construction sector. Experience includes safety, quality control, supervising team members and subcontractor. Writing project plans, reports and documentation. Ensuring the success of a project from its initial planning, design, execution, monitoring, controlling to closure. To make decisions to solve miscellaneous matters.
EDUCATION
Taylor's University (2007-2009) Bachelor of Science (Hons) Architecture Taylor's University (2010-2012) Master in Architecture Registered Architect with Lembaga Arkitek Malaysia (LAM) (2013)
PROFESSIONAL EXPERIENCE
Arkitek Axis (2013-2015) Assistant Architecture Architect Small Eyes (2016-current) Architect
EDUCATION
University of Sydney (2005-2007) Bachelor of Architecture University of Glasglow (2008-2009) Master in Architecture Registered Architect with Lembaga Arkitek Malaysia (LAM) (2015)
PROFESSIONAL EXPERIENCE
ZLG Design Sdn. Bhd. (2010-2015) Project Manager Architect Small Eyes (2016-current)
1.0 Introduction
IR. LINDA CIVIL & STRUCTURE ENGINEER
IR. TAN WEN YEE Mechanical & Electrical Engineer
Civil & Structure Engineer with more than 10 years of progressive experience specializing and focusing in the design, sustainability and resiliency of complex projects, including their appropriate performance under extreme events. Structural engineer whom is responsible for structural design of office, residential and mixed-use buildings as well as convention centers.
Mechanical Engineer with more than 6 years of progressive experience specializing in designing HVAC and plumbing systems in buildings for diverse clients including private owners, corporations, restaurants, educational institutions and government entities. Create methods, processes, and procedures for reviewing, evaluating, and inspecting mechanical projects. Identifying design, process, and equipment options to satisfy clients’ needs, minimize costs and limit issues.
EDUCATION University of California, Berkeley (1994 - 1997) B.S., Civil and Environmental Engineering University of California, Berkeley (1997 – 1998) M.S., Structural Engineering, Mechanics, & Materials Registered Engineer with Board of Engineers Malaysia (BEM)(2003) PROFESSIONAL EXPERIENCE
Skidmore Owings & Merrill (SOM) (2002 - 2006) Structural Engineer Professional Elecon Engineering Company. (2006 - 2014) Manager (Structural Design) KBR, Chicago (2015-current) Sr Structural Engineer
EDUCATION
National University of Singapore Bachelor's Degree, Mechanical Engineering, Honours (1999-2003) University of Bath MEng Mechanical Engineering with Manufacturing & Management (2004-2005) Registered Engineer with Boards of Engineers Malaysia (BEM)(2010)
PROFESSIONAL EXPERIENCE
Alpha Consulting Engineers Pte Ltd (2007-2011) M&E Engineer Petareka Perunding Sdn Bhd (2012-2016) M&E Engineer
1.0 Introduction
RENEE LIM WEI FEN INTERIOR DESIGNER
L.AR MUHAMMAD FARIDZUL FIKRI LANDSCAPE ARCHITECT
Responsible for management and creative leadership interior design. Has set up her own studio in Penang in 2011 and since completed various commercial and residential projects. Creative experience in a variety of interior design disciplines and cultures has enabled a philosophy of design integrity and cultural sensitivity. Covers all aspects of a project, from architecture and interior design to furniture, product, and graphic design, to ensure every touch is considered and executed to its absolute best.
Respecting the discipline of Arboriculture, Ecology, Urban Design & Landscape Architecture. Genuinely care about and rise to each opportunity to stay committed to our clients and projects goals. Assessing a site’s potential to meet the client’s specifications. Carrying out environmental impact assessments. Matching the client’s wishes with your knowledge of what will work best. EDUCATION
EDUCATION
University of Hertfordshire, UK (2003-2005) Bachelor of Arts (Hons) Interior Architecture and Design The University of Edinburgh, UK (2005-2006) Master in Interior Architectural Design
PROFESSIONAL EXPERIENCE
Studio 8, Malaysia (2007-2009) Boutique Designer Vogue Interiors, Singapore (2009-2011) Interior Designer Ren.dez.vouz Studio (2011-current) Interior Designer
Texas A&M University (1985-1987) Bachelor of Landscape Architect RMIT University (1993-1994) Master in Landscape Architecture Registered Institute of Landscape Architects Malaysia (1998)
PROFESSIONAL EXPERIENCE
Andrea Cochran Landscape Architecture (1988-1991) Internship Edmund Hollander Landscape Architects (1995-1996) Landscape Architect FJ.LANDSCAPE (2001-current) Landscape Architect
1.0 Introduction
LEE QIN NI QUANTITY SURVEYOR Competitive, accomplished lead estimator with 10 years of industry experience in leading role developing cost and closing competitive bids for complex structural, general building and general engineering construction projects. Verifiable record of success with projects ranging in size from 1 million to 20 million dollars. Extensive expertise preparing cost for planning phase of projects as well as design build proposals. Worked with numerous public and private agencies through multiple iterations of feasibility and cost analysis to reach design consensus and execute contracts for construction. EDUCATION
Massachusetts Institute of Technology (Mit) (2000-2004) Bachelor of Quantity Surveying (Hons) Taylor’s College Subang Jaya (1998-1999) A Levels
PROFESSIONAL EXPERIENCE
Jurukur Bahan Maju Bina Sdn Bhd (2005-2010) Quantity Surveyor Aa Associates (2010-current) Senior Quantity Surveyor
1.0 Introduction
1.1.4 Organization Chart
Ar. Jeremy Tay Eujin
Ar. Jocelyn Tay Suat Yee
Ir. Linda
Ir. Tan Wen Yee Renee Lim Wei Fen
L.Ar Muhammad Faridzul Fikri
ARCHITECT SMALL EYES Organization Chart ARCHITECT SMALL EYES Sdn. Bhd. makes use of the hierarchical company structure. This organization type provides high work efficiency due to the concept of specialization.
Lee Qin Ni
2.0 Preliminary Studies
2.1 CLIENT’S BRIEF 2.1.1 Client Profile
2.2 SITE ANALYSIS 2.2.1 Site Findings
PROGRESSIVE SUCCESS SDN. BHD AR. NAZARUDIN MASAT The Principal of Progressive Success Sdn. Bhd. assigned ARCHITECT SMALL EYES to design a container studio project in Taylor’s University Lakeside Campus. Ar. Nazarudin, Ar. Chin and Ar. Badrul Hisham are the directors behind Progressive Success Sdn. Bhd. who are the representatives of Taylor’s University too.
2.1.2 Project Objectives & Requirements Objective 1. Innovative and sustainable design 2. Temporary Structure 3. To address existing issues 4. Proposed to utilize recycled containers
Key Plan NTS
Requirements 1. Maximum of 7 storey excluding rooftop. 2. Maximum land size: Between Block D & Block E 3. Usage of 50% recyclable products (calculated by value). 4. Furniture layout and roof garden.
Site Plan NTS
Location Plan NTS
2.0 Preliminary Studies
2.2.2 SWOT Analysis
S
W
Exisiting toilets are available on every floor.
Abundant wind coming from west south direction.
flow and
Easy access to fire staircase and lifts on every floor.
T
Limited view towards and outwards the site
More rooms to accommodate architecture students.
Unpleasant smell from the garbage dump area and drainage
Unconventional structural framework.
Unpleasant façade due to placement of outdoor units, and cause wet walkway due to aircond leakage
O
Wind Tunnel effect could bring the rainwater accurring slippery walkway and requires maintenance often
Air pollution caused by contaminated river and vehicles that passed by the site
proposed
Acknowledgement on effort of pushing for innovation and green buildings.
2.0 Preliminary Studies
2.3 Precedent Studies 2.3.1 Le Utthe boutique
Suspended shipping containers inside Le Utthe boutique. Site: La Plata, Argentina Architect: BBC Arquitectos Four shipping containers suspended from the ceiling contain displays of merchandise. - Interconnected boxes. - Industrial concept interior. - Materials utilised in their natural state. - Attached to steel beams using specially manufactured fittings that hook into existing slots in the corners of the boxes.
- Structures attached to beams that cross the double-height space. They are supported by concrete columns inside the walls. - A staircase made from slanted steel sections with the same I-shaped profile as the ceiling beams ascends through an opening in the base of one of the suspended containers. - One of the containers houses a hoist for lifting products up from the ground floor at one end. A toilet sits at the other end, and a pipe drops down through the floor to remove waste.
2.0 Preliminary Studies
Ground floor plan
Mezzainine plan (container)
Section
2.0 Preliminary Studies
2.3.2 Container Studio An art studio made of recycled shipping containers on the East End of Long Island, in Amagansett, New York. -
-
INTERIOR SPACES
-
-
900 sf space, double height ceiling Tight budget, simple structure that would both inviting and reflective Solution: use two 9’-6” x 40’ x 8’ shipping containers (cost: $2,500 each, delivered) perched over a 9’ foundation wall/cellar By cutting 75% of the floor of the containers, we were able to move the painting studio to a lower level via a wide staircase and take advantage of a high ceiling The staircase itself acts as a transitional space for viewing art work. The upper floor provides a more intimate work area and a sitting area. The containers were painted dark charcoal to maintain continuity with the original house and to recede in the shadows of a dense wooded site. The total area of the studio is 840 sf.
Studio space
Double Height Volume
Living Area
Stairs
2.0 Preliminary Studies
Conceptual Sketch
Site Plan NTS
Section NTS
Front Elevation NTS
Back Elevation NTS
3.0 PROJECT MANAGEMENT
3.0 Project Management
3.1 SUCCESS CRITERIA Project success criteria is a design that can be exceeded client’s expectations which can be constructed within six months and within the budget not exceed the preliminary cost agreed with client.
3.1.1 Project Management Constraints
TIME The project is to be completed within six months to avoid higher exposure and risk. Therefore, in ensuring successful project delivery, the following conditions are to be met during the construction phase: 1. Transportation of materials and site monitoring is strictly adhered. 2. Construction workers are supervised by our company assigned contractors with our company architect and engineer to ensure a consistent workflow, as well as ensuring their wellbeing and fair wages. 3. Construction and installations of building components are to be completed as scheduled in Gantt Chart.
COST The success criteria of the project must be attained at the client’s budget that benefit both the stakeholder and the client. The project manager is tasked with meeting the expectations of the project stakeholders. The challenge is to identify their interests and define clear objectives and boundaries, based on the three core dimensions of scope, costs and time.
1. Clear articulations of plan by the company consultants for attaining lowest cost with long term usable materials for building structure and furniture including reusing and salvaging materials. 2. The completed project should be attained locally and sustainable as per client’s requirement. 3. The cost must be achieved with client’s satisfaction that beneficial in long term.
QUALITY The success of the project is attained when the following conditions are met. 1. The completed project has a high level of client’s satisfaction or exceed client’s expectation. 2. The completed project is well equipped with sustainable features in term of the selected materials, in assurance of proper hygiene and refinement works. 3. The complete project has no construction defects, which has been carefully planned by the professionals in field at all time.
SCOPE The project is to follow the status of the schedule, control the influences that cause the schedule changes and manage the changes efficiently. 1. The team members always review and do a rework when is needed. 2. To have a proper estimation of the project in timescale and budget. 3. Managing the risk properly and efficiently with high awareness of health and safety precautions implemented thoroughly on site.
3.0 Project Management
3.1.2 Success Factors
3.1.3 Key Success Indicators
Architect Small Eyes is very keen in ensuring the success of each project. Thus, Architect Small Eyes is always well prepared and well equipped with the knowhow and support to execute a project successfully. Listed below are the factors that are directly affecting the rate of success: -
Key Success Indicators are quantifiable measurements, agreed to beforehand, that reflect the critical success factors (of the company, department, project.) To judge and evaluate the success rate of a project, a list of milestones are identified and act as indicators. The indicators are generally classified into 4stages; Pre-completion, Short term, Medium term and Long term. 1. Project Efficiency (Pre-completion)
SUCCESS
ORGANISED
SKILLS+EXPERIENCE
FLEXIBILITY
Keeping the team focused and organized
Ever equipped with best in class professionals
Being flexible is one of the main keys to problem solving
•Appropriate and conducive project planning •Strategic time management •Fair and balanced tasks distribution within team •Positive team spirit •Common tasks are well planned and developed •Consistent work progress review •Efficient risk management •Time all ocation for progress improvement (Float) •Accurate estimation and proximity of project •Consistent meeting scheduled for progress update •Completion project falls within budget 2. Impact of Users (Short Term)
SUPPORT
BACK-UP PLANS
Gaining full support from client and friends of similar field
Always have a plan B as some things never go as plan
•Achieves functional performance •Favourable to users, increase in user number •User’s needs are satisfied and fulfilled 3. Business and Direct Success (Medium Term) •Increase in business revenue •Increase in number of student enrolment •Profit margin is met with clear justification 4. Future Business Opportunities (Long Term) •Widens business opportunities •Improves competitiveness against similar industries •Creates new market •Improves capabilities and competency
3.0 Project Management
3.2 WORK BREAKDOWN STRUCTURE A work breakdown structure (WBS), in project management is a deliverableoriented decomposition of a project into smaller components. A work breakdown structure is a key project deliverable that organizes the team's work into manageable sections. The Project Management Body of Knowledge (PMBOK 5) defines the work breakdown structure as a "A hierarchical decomposition of the total scope of work to be carried out by the project team to accomplish the project objectives and create the required deliverables." Reasons for utilizing WBS Include:• Assist project organization accuracy • Simplifies responsible assignment • Clearly indicates control points & project milestones • Improves accuracy of cost, risk and time estimation • Helps explain project scope to stakeholders
3.2.2 Work Scope Breakdown
3.2.1 Timeline Management
3.0 Project Management 3.3 GANTT CHART
3.0 Project Management
3.0 Project Management
3.0 Project Management
3.4 RISK MANAGEMENT 3.4.1 Risk Analysis
3.0 Project Management
3.0 Project Management
3.0 Project Management
3.5 MAINTENANCE PROPOSAL
Mechanical & Electrical
Programme
As per above, maintenance crew is to take note on the building manual and ensure comprehensive strategic use of facilities. In-house technicians are also encouraged to be present on site for frequent checking and monitoring.
Staffs are encouraged to proactively utilize the newly built container studios with care. Whereas the management are encouraged to carry out some marketing strategies to promote the many perks of using the container studios.
Interior Architecture
Architecture Containers may come cheap in bulk, but maintenance cost may not be justified if it is not properly treated during installation. All opening should be thoroughly checked for any uneven gap to prevent leakage in time. Containers should also be treated with anticorrosion paint to prevent the containers from rusting. However, it is still advised to re-furbish the exterior panels of the containers after every 5–10years.
Interior of container are encouraged to be replaced or refurbished with new interior panels in every 5–10 years along with the exterior wall façade. This is to prevent and unwanted hidden corrosion or the toxic emission from the container flooring.
Landscape Architecture Management are highly advised to assign gardener or vegetation experts to carefully maintain the ample greeneries proposed in the container studio.
Civil & Structural
Others
Client’s maintenance crew to take note on the building manual and to take precaution steps in maintaining the container studios in favor of preserving sustainable assets and to ensure the comprehensive strategic use of facilities.
To take note on the building manual and to take precaution steps in maintaining the container studios in favor of preserving sustainable assets and to ensure the comprehensive strategic use of facilities.
3.0 Project Management
3.6 PROJECT VIABILITY 3.6.1 Programme Viability
3.6.3 Building Operating Lifespan
Taylor’s University serves as one of Malaysia’s top architecture schools and the number of students enrolling in each new semester only increases. It would make perfect sense for Taylor’s to further expand its accommodation capacity. The current existing Block E (which is shared by student of many schools) can accommodate an approximate of 800+ students at a time. Thus by proposing the new container studios, it is capable of expanding it with an additional 300+student accommodation. Existing student, especially the semester 3 and semester 4 students, are writing in feedback and it seems totally with our expected response which is lack of dedicated studios to be utilized.
By following the proposed maintenance method and excluding any unforeseen natural disaster, the Container Studio is capable to last for 50 years at very least. With an operating studio for just 5years, the capital invested into building the Container Studio has already met its break-even point, which is only 10% of the Container Studio’s lifespan.
Time taken to break-even: 10% of Container’s lifespan
Existing Block: 800+ Students
Proposed Container Studios: 300+ Students
3.6.2 Estimated Capital vs Profit Margin With the preliminary cost being estimated and calculated by Architect Small Eyes’s in-house quantity surveyor, it is said to be approximately RM3mil. Being compared to a permanent block extension, it would have costed well over RM10mil easily. Moreover, the temporary studio containers do not require a permanent land building contract thus further reduces the capital cost. As for profit margin wise, profit is estimated RM 900,000 annually based on a predicted increase in number of student enrolment. Putting things into perspective, the annual profit margin is 22% of the total estimated construction cost.
3.6.4 GBI Award Winning Potential With the generous usage of green material that has low embodied energy and generally recyclable. The container studio brightens up the chance of Taylor’s receiving a GBI Gold Award for the Non-residential New Construction category.
3.6.5 Problem Solving Existing Issue With the proposal of a temporary container studio being situated in between the rear end of block D and block E, it has helped solved a few existing issues. The proposed container studio actually work as a wind buffer to turn the wind tunnel effect in to a nice breeze through the container walkway into the existing level 2 podium. Besides, it also reduces the need of cleaner labour to clear off water puddles on existing level 2 and level 1 walkways after each heavy rain.
Capital/ Budget: approx. RM3mil
Annual Profit Margin: Approx. 22%
Wind buffer
Helped to block the rain water from entering the walkways
4.0 ARCHITECTURAL
4.0 Architectural
4.1 CONCEPTUAL DESIGN
4.1.3 Conceptual Ideas Mood Board
4.1.1 Design Statement The container studio is integrated as an education academic building extension for the School of Architecture, Building & Design (SABD) in Taylor’s University. Recycled container is the chosen as the main building material for this project as it is not only durable and easy to manipulate but cost effective as well. In order to achieve a holistic design, a congregation of engineers and architects are essential. The Container Studio building responds with its respective users through its various spaces; furniture layout, material used, and landscape spaces.
Key images and words are shown to evoke the proposed concept, such as architecture design mood, landscape mood and colour scheme. The overall design concept is to integrate recycled shipping containers with the existing building and not over shine it, to provide a spacious, bright and bold learning space. The idea is to provoke the creativity of architecture students, while giving a strong architecture identity to the container studio.
A large learning indoors and outdoors studio space is providing for all the architectural needs. All the spaces are design to be appearred as a natural extension from the two neighboring blocks with close proximity to nature.
4.1.2 Project & Container studies Project Profile:
Set back of 10ft away from Block D &E Building height not more than existing buildings Building to be elevated
Container Profile: Pros:
Cons: Eco friendly material and energy efficient Cost effectiveness Structural Soundness Ease of speed of construction Modular Durable Project Recyclable
Heat Control Deterioration Toxic and Health Hazard
Problem Solving:
Passive Design with integration of landscape Insulation & Painting Sandblasted Bare offsite
Architecture: Reuse, Reduce, Recreation, Creativity
4.0 Architectural
Colour scheme:
4.2 SCHEMATIC DESIGN 4.2.1 Container Properties This container studio uses 10ft,20ft & 40ft,three different sizes of container as building material. Due to the use of containers as the main construction methodology, it is uncomfortable to just use one due to the limited height with a drop ceiling for services, therefore it is logically to double the volume by using a double stack per floor. The final design follows a basic layout which consists of 15 containers (7x40ft, 3x20ft, 5x10ft) but doubled to achieve the appropriate height. • • • • • • • • • •
External Width, 2.45m Internal Width, 2.35m External Length, 6.1m/12.2m Internal Length, 5.9m / 12m External Height, 2.9m Internal Height, 2.7m Flooring Thickness, 0.1m Suspended Lighting, 0.6m Room Clearance Height, 2.4m Headroom Clearance, 0.6m
4.8M%
2.4M%
4.0 Architectural
4.2.2 Design Strategy
4.2.3 Site analysis The current site conditions with a split leveled green-scape and lower ground basement is much like a doubled edged sword in design, as it creates both a problem and opportunity. The main pedestrian circulation occurs at ground level where the existing paths allow people from Block D and Block E to the rear main road. A dual direction vehicular occurs on the open side of the site, which is unfavorable in the sense of acoustics and visuals but also provides the advantage of being viewed as node points. Certain services such as toilets and vending machines are unnecessary due them already being provided from the adjacent buildings. Two fire escape provide the access points to the proposed building as a given which is actually a midway staircase landing.
4.2.4 Faรงade Studies Doors and window In order to response the sides facing the existing facades, identical but bottom hinged windows with a similar arrangement style were used to mimic and pay homage to its neighbor. Double swing doors welcome occupants to the building, single door for the privacy and a four piece sliding door to completely open up the outdoor space.
4.0 Architectural
4.2.5 Design process The initial concept was to have a series of containers surrounding a central garden with trees but the single container layout was too cramped to be practical for its application. In order to have adequate floor area and to be structurally sound, the container corner points needed to be connected, hence the green area is pushed towards the front in a U-shaped form with a wide main area in the rear. The final form are containers arranged to appear as if sliding to exploit the advantages of the green-scape by first creating a cave-like dent in the front facade to increase exposure out and into the spaces. The rear is mainly viewed from the connecting bridges but faces directly to a bare wall, therefore the discussion room, asporadically used space, is placed there. In doing so, a large open studio is created in the center necessary to satisfy the brief while outdoor spaces are connected to the existing greenery.
40#$ #container#
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20#$ #container#
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20#$ #container#
Landscape# 40#$ #container#
Landscape#
##### $ #container# 40#40# $ #container#
40#$ #container#
40
40 20
container
container
40
container
10 container
20
40
container
10 container
40
container Landscape
40
container 40 container
10 container
40
container
10 container
container
Landscape
20
container
10 container
Landscape 20
40
container
container
container 40
container
20
container
4.0 Architectural Design process
4.0 Architectural
4.3 DESIGN DEVELOPMENT 4.3.1 Orthographic drawings Service spaces are crucial in sustaining the usability and safety for the entire structure. A pump room is a necessity since a water sprinkler system is to be used as an active responds in the event of a fire emergency. The mechanical and electrical room as its namesake houses distribution boxes and backup generators to power all the studio's appliances.
Floor Plan (Ground Floor - N.T.S.)
4.0 Architectural
Floor Plan (Second Floor - N.T.S)
4.0 Architectural
Floor Plan (Third Floor - N.T.S)
4.0 Architectural
Floor Plan (Forth Floor - N.T.S)
4.0 Architectural
Roof Plan – N. T.S. The roof is semi open green space as a relocation of the ground floor green-scape. Two sets of steel trussed roof that is covered with artificial grass for not only an aesthetic purpose but a functional high latent heat absorber by holding a minor body of water. The entire roof has a greater functional purpose by channeling water towards a ground floor water tank as a water harvesting system.
4.0 Architectural Section (N.T.S)
4.0 Architectural
Elevation (N.T.S)
Roof#Garden#
Level#4#
Level#3#
Level#2#
Level#1#
4.0 Architectural
Elevation (N.T.S)
Roof%Garden%
Roof Garden
Level%4%
Level 4
Level%3%
Level 3
Level%2%
Level 2
Level%1%
Level 1
4.0 Architectural
Spatial visualization
4.0 Architectural
Spatial visualization
The main faรงade feature a bold but simple expression with its vertical emphasis and strong center color to stand out. Students can appreciate the warmth of nature in the front before entering through the main entrance while maintaining visual connection at higher floors. All the container levels align with the existing fire escape landings by having double volume stacks.
4.0 Architectural
4.4 GREEN BUILDING INDEX
GBI Classification
4.4.1 GBI Rating
Energy Efficiency (EE) Improved energy consumption by harvesting natural lighting, adopting the best practices in building services including proper testing, commissioning and regular maintenance.
The Green Building Index (GBI) is Malaysia’s industry recognized green rating tool for buildings to promote sustainability in the built environment and raise awareness of these issues among relevant stakeholders such as developers, architects, and contractors. The assessment of the GBI rating tool is based on six main criteria:
Energy Efficiency Indoor Environment Quality Sustainable Site Planning and Management Materials and Resources Water Efficiency Innovation
Green Building Index Assessment Criteria for Non Residential New Construction (NRNC) Criteria
Maximum Points
Points Achieved
Energy Efficiency
35
22
Indoor Environmental Quality
21
19
Sustainable Site Planning & Management
16
Material & Resources
11
10
Water Efficiency
10
6
Innovation
7
5
Total Points
Indoor Environment Quality (EQ) Achieved good quality performance in indoor air quality, acoustics, visual and thermal comfort. These will involve the use of low volatile organic compound materials, application of quality air filtration, proper control of air temperature, movement and humidity. Sustainable Site Planning & Management (SM) Achieved open spaces and landscaping via implementation of proper construction management, storm water management and reducing the strain on existing infrastructure capacity. Materials & Resources (MR) Promoted the use of environment-friendly materials sourced from sustainable sources and recycled containers. Proper construction waste management, collection and re-use of recyclables and construction formwork and waste are implemented. Water Efficiency (WE) Rainwater harvesting, water recycling for landscape watering. Innovation (IN) Innovative design of recycled containers and initiatives have met the objectives of the GBI.
Points
GBI Rating
> 86
Platinum
76 to 85
Gold
66 to 75
Silver
50 to 65
Certified
Building Category
Non Residential New Construction(NRNC)
GBI Rating
Gold
14
76
5.0 CIVIL + STRUCTURAL ENG.
5.0 Civil + Structural Eng.
5.1 CONTAINER PROPERTIES 5.1.1 Container Structure Shipping containers as structural support
ADVANTAGES: - Designed to carry heavy loads - Could be stacked in high columns, up to 12 high - Designed to resist harsh environment - Strong 4 corner to support stack of other containers - A limit of 300kg is recommended for the roof part
Typical container type that is used: 10 ft, 20 ft and 40 ft containers. All of them have the same height of 2.4m high. DEAD LOAD The size and the mass: The standard 40’ weight 3,655 kg The standard 20’ weight 2,200 kg The standard 10’ weight 1,300 kg
CALCULATION OF DEAD LOAD FIRST, SECOND, THIRD AND FOURTH FLOOR 28 of 40’ shipping containers + 6 of 20’ shipping containers + 10 of 10’ shipping containers = (28 x 3655 kg) + (6 x 2200 kg) + (10 x 1300 kg) = 102,340 + 13,200 + 13,000 =128540 kg TOTAL DEAD LOAD =1285400 N
5.2 SITE INVESTIGATION
-
EXCAVATION NEEDED LIMITED SPACE FOR COLUMN PLACEMENT DUE TO CARPARKS
5.0 Civil + Structural Eng.
5.3 FOUNDATION 5.3.1 Raft Foundation In this project proposal, it is suitable as the only need of shallow foundation which will not affect the existing structural system of Taylor’s University. The prevention of additional damage towards the existing structure can be achieve through this type of foundation. Concrete blinding on the soil directly
Concrete blinding on hardcore
Temporary formwork during curing
Raft foundations tend to be cheaper and quicker to use than traditional footings. Advantages: The foundation and floor slab is combined which then, -saves time and materials -Less excavation is required -ideal for poor ground condition -Reduces differential settlement Raft Foundations are built is this following steps: 1) The soil removed down to correct depth 2) The foundation bed is then compacted by ramming 3) Lay reinforcement on spacers over the foundation bed 4) Pour the concrete over the reinforcement *The foundation may stiffened by ribs or beams built in during construction which will add extra strength and rigidity.
Completed raft foundation
5.4 CONTAINER CONNECTION AND JOINT 5.4.1 Container to Container Container architecture is still a new type of architecture in Malaysia. Its construction method is slightly different from the traditional building construction. Few of the related construction methods are introduced in the following content. Structure Detail CONTAINER TO CONTAINER A twistlock and corner casting together form a standardized rotating connector for securing shipping containers. The primary uses are for locking a container into place.
5.0 Civil + Structural Eng.
1. Position twist lock in ‘open’ position by mobbing handle to the right.
Top Left (Top Right is mirror inverted)
2. Insert Twist lock into top corner casting of shipping container with flat twist clamp at bottom.
Bottom Left (Bottom Right is mirror inverted)
DOUBLE END TWIST LOCK Weldable shipping container twist locks are approximately 175mm x 140mm x 135mm in size. They are designed to connect a shipping container to another structure either by welding the shipping container twist lock directly to the new structure or by installing slipper shoes to allow the twist lock to be mechanically connected to the new structure.
3. Insert twist locks in all four corners of shipping container prior to installing second shipping container. 4. Install second shipping container on top of first shipping container. 5. Close all twist locks by pushing handles to left.
5.0 Civil + Structural Eng.
CONTAINER BRIDGE CLAMP Bridge clamps are engineered to connect shipping containers together horizontally.
The diagram below will clearly show the position of each connector:
Shipping container bridge are used in combination with shipping container twist locks to create a container wall, locked together both vertically and horizontally. The bridge clamps and twist locks make use of the container corner casting connecting shipping containers. Twist locks utilise the top and bottom holes of the corner casting, the bridge clamp utilises the side holes.
5.4.2 Container to Steel Structure Type of Column and Beam BEAM – UNIVERSAL BEAM (203mm x 133mm x 206.8mm) without finishes COLUMN – UNIVERSAL COLUMN (203mm x 133mm x 206.8mm) without finishes
5.0 Civil + Structural Eng.
The shipping container bottom corner blocks are welded to steel plates imbedded in the concrete slab to secure the house to the foundation. All corner blocks are welded to each other to secure the containers to themselves in the image below.
The connection between column and beam are using bolted connection. This construction method is easy to reuse and dismantle.
TYPE OF COLUMN AND BEAM (BASEMENT) The connection between container and steel structure are using bolted connection and welding method. Applying both connection method are to ensure the stability.
Typical prefabricated module and placing it on regular centres, the length of the building determined and limited only by the number of modules. It have a large span upto 29000m allowing the space clear, requires no column.
5.0 Civil + Structural Eng.
It is an extension of the beam-and-column solution which provides an economic means to increase the span (above 15m spans).
Detailed drawing of steel truss to RC foundation
Detailed drawing of steel frame truss
The trusses have been fabricated from round HSS members. The chords are of a larger diameter than the web members. This results in easier geometries when it comes to the all welded connections. It also reflects the additional strength requirements of the outer members. Looking closely it is revealed that the end elevation setback has been created from a pair of these triangular trusses. They are joined with cross bracing members, bolted in place on site.
5.0 Civil + Structural Eng.
A closer view of the connection between the horizontal and vertical truss elements. Here you can see that a seat has been created to allow for an easy connection between the members. The seat is quite discreet and permits for alignment and structural security while the final physical attachment is being performed. This view also shows the variation in the size of the round members as they merge at a welded joint. Welding would have been chosen here to achieve both structural rigidity and uncluttered lines that would have resulted from bolting. The welding is all able to be carried out in the shop for quality control.
A view of the bracing members that join the triangular truss sections. Simple bolted lapped connections are used to create the attachment. Plates have been welded to the vertical round chord members of the truss. The round bracing members have had their ends flattened to permit easy bolting
A close view of the interior connection between the truss members. Here you can see how the stub column with plate uses a bolted connection to attach the horizontal and vertical truss members. The welding lines are also visible. Even for this type of highly exposed structure, if the welding is done well, there is no need to grind the connection. This saves both time and money.
Member of the truss connection:
5.0 Civil + Structural Eng.
5.5 CONTAINER UNIT LAYOUT
5.6 STRUCTURAL LAYOUT
5.5.1 Container Unit Layout Plan
5.6.1 Structural Layout Plan (Beam and Column)
First, Second, Third and Fourth typical plan
5.0 Civil + Structural Eng.
5.6.2 Steel Truss Frame Plan (On Basement Car Park)
5.6.3 Structural Section
Structural Section 1 (Longer Side)
5.0 Civil + Structural Eng.
5.7 LOAD TRANSFER DIAGRAM
Structural Section 1 (Shorter Side) The section of the two blocks illustrates the typical load transfer that exist under a corner condition. The dead load is transferred through the columns to the ground plane and the tributart load is transferred through the floor plates.
The section of the two blocks illustrates the typical load transfer that exist under a corner condition. The dead load is transferred through the columns to the ground plane and the tributart load is transferred through the floor plates. The live load is transferred to its nearest, respective column.
6.0 MECHANICAL+ELECTRICAL ENG.
6.0 Mechanical + Electrical Eng.
6.1 LIGHTING 6.1.1 Types of lighting
Compact Fluorescents (CFLs)
Light Emitting Diodes (LEDs)
10,000 hours light bulb lifespan
50,000 hours light bulb lifespan
Inexpensive initial cost
Expensive initial cost
Comfortable, soft light (for relaxing zone)
Directional light (good for workspace)
Save up to 75% year in energy costs
Save up to 80% year in energy costs
Table 1 : Comparision between Fluorescent Light & LED Light Conclusion: LED light will be used for studio space (working space) whereas fluorescent light will be used for outdoor relaxing area.
Lighting Fixtures
3000mm custom made T5 Linear with wire suspensions extruded lengths of aluminium profile
2 Light Double Spotlight Close to Ceiling Fixture (110v-120v)
Cosmos Cylinder Ceiling Light IP rating: IP65 (IP rated as "dust tight" and protected against water projected from a nozzle.)
Hard-Nox Collection White 2light Outdoor Flushmount - Energy-efficient, weather resistant, fluorescent lighting - Lamp: 13 watt 2-pin, twin compact fluorescent bulbs
6.0 Mechanical + Electrical Eng.
6.1.2 Types of switch & socket
One way switch
Two Way Switch
Two Gang 13A switched socket
Total Quantity of Lighting in Container Studio: Types of Lighting Fixture
Quantity
Location
3000mm T5 linear with wire suspension
64
Studio Space
Cosmos Cylinder Ceiling Light
104
Discussion Room/Pantry
White 2 light Outdoor Flushmount
16
Outdoor studio area
2 light Double Spotlight
64
Presentation area
There are total of 248 lighting fixtures in container studio.
6.0 Mechanical + Electrical Eng.
6.1.3 Sectional perspective Double Spotlight
STUDIO SPACE/PRESENTATION AREA
3000mm T5 linear
STUDIO SPACE
Cylinder Ceiling Light
DISCUSSION ROOM
6.1.4 Lighting Fixture Layout
LEGEND
DESCRIPTION
AMOUNT
3OOOMM T5 LINEAR
16
CYLINDER CEILING LIGHT OUTDOOR FLUSHMOUNT DOUBLE SPOTLIGHT
26
TWO GANG 13A SWITCHED SOCKET ONE WAY SWITCH
64
TWO WAY SWITCH
2
4 16
11
LEVEL 1 (N.T.S.)
6.0 Mechanical + Electrical Eng.
LEGEND
DESCRIPTION
AMOUNT
3OOOMM T5 LINEAR
16
CYLINDER CEILING LIGHT OUTDOOR FLUSHMOUNT DOUBLE SPOTLIGHT
26
TWO GANG 13A SWITCHED SOCKET ONE WAY SWITCH
64
TWO WAY SWITCH
2
4 16
11
6.0 Mechanical + Electrical Eng.
LEGEND
DESCRIPTION
AMOUNT
3OOOMM T5 LINEAR
16
CYLINDER CEILING LIGHT OUTDOOR FLUSHMOUNT DOUBLE SPOTLIGHT
26
TWO GANG 13A SWITCHED SOCKET ONE WAY SWITCH
64
TWO WAY SWITCH
2
4 16
11
6.0 Mechanical + Electrical Eng.
LEGEND
DESCRIPTION
AMOUNT
3OOOMM T5 LINEAR
16
CYLINDER CEILING LIGHT OUTDOOR FLUSHMOUNT DOUBLE SPOTLIGHT
26
TWO GANG 13A SWITCHED SOCKET ONE WAY SWITCH
64
TWO WAY SWITCH
2
4 16
11
6.0 Mechanical + Electrical Eng.
6.2 MECHANICAL VENTILATION 6.2.1 Cassette type Air-conditioner The usage of indoor unit with energy efficient ratio (EER) reading of 4.47 is much more cost effective as the ratio goes higher. The usage of ceiling mounted indoor unit (cassette AC) is able to cool large area in container studio where other types of AC don’t reach out. The cost of mechanical ventilation will be lower as only few units of AC are needed to provide comfort. It is best at saving space, and also silent operation therefore providing a comfortable working environment for the architecture students.
Model: Daikin Air conditioning Multi 4MXS68F Heat Pump Inverter 4 x FFQ35C Cassette (3.5 kW / 12000 Btu) The inverter outdoor units are suitable for 4 connected indoor units, each indoor unit is connected directly by a pair of small diameter refrigerant pipe and condensate pipe to the outdoor unit. By using the multi head split system outdoor units, it provides greater efficiency and flexibility to designs. The use of multi head split system are much more convenient and economical and is more space saving.
Refrigerant pipe
Condensate pipe
245mm%
735mm%
Outdoor unit dimension: 735x936x300 (mm) Indoor unit dimension : 840x840x245(mm) 840mm%
840mm%
840mm% 936mm%
300mm%
6.0 Mechanical + Electrical Eng.
6.2.2 AC indoor unit & outdoor unit layout Per floor: 12 units of Cassette Air-conditioner 3 units of outdoor condensing unit
Total Quantity: (4 floors) 48 units of Cassette Air-conditioner 12 units of outdoor condensing unit
INDOOR UNIT DISCUSSIONROOM LARGE
OUTDOOR UNIT
6.0 Mechanical + Electrical Eng.
6.3 DRAINAGE SYSTEM 6.3.1 Drainage system components
150mm aluminium K style Gutter with mill finish aluminium gutter guard Gutter guard: Prevent leaves & debris to enter the gutter and downpipes.
120mmx100mm aluminium rectangular downspout
Figure 1: Typical Aluminium Gutter details
Benefits of using Aluminium Gutter: Able to hold more water than traditional gutters. Able to resist rust, very durable.
Rainwater Filter Collector in matte black Function: to remove suspended pollutants from rainwater collected over roof
Lightweight,easier to be installed. Can be painted with the colour of choice to match with the roof and exterior of house. Customizable meaning the gutters can be shaped to fit any space on the roof or down the side of a house.
6.0 Mechanical + Electrical Eng.
6.3.2 Drainage system roof plan (N.T.S)
Roof Garden
Gutter
Downspout pipe
6.0 Mechanical + Electrical Eng.
6.3.3 Innovative water technology Rainwater Harvesting is the practice of capturing, infiltrating or utilizing rainfall from roofs, constructed catchment surfaces, and driveways, sidewalks, parking lots and streets. Implementing rainwater harvesting is beneficial because it reduces demand on existing water supply, and reduces run-off, erosion, and contamination of surface water. Rainwater Harvesting System is an effective water conservation strategy in urban and rural areas around the globe, decreasing unnecessary use of heavily treated drinking water for fire-fighting purpose, landscaping, toilet flushing, and laundry washing. With proper filtration, rainwater can also serve for potable water uses. A rainwater harvesting system can range in size and complexity. All systems have basics components, which include a catchment surface, conveyance system, storage, and distribution.
Landscape
Pump& room carpark Water Tank
The rainwater harvesting system is connected to the fire-fighting water tank which located on the ground floor beside the pump room and it provides sufficient amount of water for sprinkler system in the container studio.
Dimension: 3x2x2= 12m3
6.0 Mechanical + Electrical Eng.
6.3.4 Rainwater Harvesting System Schematic Plan
Gutter Downspout Pipe Rainwater filter collector Landscape
Pump& room carpark
RAIN WATER WATER& TANK
6.0 Mechanical + Electrical Eng.
6.4 FIRE PROTECTION SYSTEM
6.4.1 Active fire protection system Active fire protection is the process of protecting a building or structure from fire with methods that use the action of moving parts. These systems can be automatic, or operated manually, but they require some sort of action in order to work. A couple of examples of active fire protection would be building sprinkler systems and fire alarm systems. These systems are an extremely important part of protecting property and the lives of the people within. An important factor that active fire protection systems share is that they involve action of some kind.
TOTAL QUANTITY OF FIRE PROTECTION SYSTEM IN CONTAINER STUDIO EXIT SIGNAGE AMOUNT: 9
EMERGENCY LIGHT AMOUNT: 72
SPRINKLERHEAD AMOUNT: 104
6.4.2 Wet Pipe Sprinkler System Wet pipe systems are the most common fire sprinkler system. A wet pipe system is one in which water is constantly maintained within the sprinkler piping. When a sprinkler activates this water is immediately discharged onto the fire. Advantages: • System simplicity and reliability • Relative low installation and maintenance expense • Ease of modification • Short term down time following a fire
6.0 Mechanical + Electrical Eng.
Sprinkler Water Tank
Sprinkler head Coverage: max 21m2
One unit Duty Pump, One unit Standby Pump and One Jockey Pump
COMPONENTS OF SPRINKLER SYSTEM
Pump room for Duty Pump, Standby Pump and Joceky Pump. AREA = 33M2
Sprinkler water tank
6.0 Mechanical + Electrical Eng.
Occupancy Classifications
Sprinkler Tank Capacity
6.4.3 Fire Water tank Based on the occupancy classification, the container studio is placed under light hazard group, and the sprinkler tank capacity for it is 10000 litres, as the total height of container studio is 23metres. The material for sprinkler water tank is pressed steel. Pressed steel is chosen because it is flexible and durable, it also has long term life expectancy.
Dimension:)3x2x2=$12m3$
Base =2000mm(l)300mm(w) x600mm(h)$
Material:)Pressed)Steel$
6.0 Mechanical + Electrical Eng.
6.4.4 Sprinkler system Under UBBL 1984 section 228: Sprinkler Valves Maximum Spacing for Sprinkler head = max 15ft (4750mm) Max From the wall: ½ of the max distance between sprinkler head
3400mm
Container Studio=11ft (3400mm) 3ft from the side (1000mm)
Upright Sprinkler Head - 155°F (68°C)
3400mm
6.4.5 Emergency Light/ Exit Signage Emergency lighting system provided to ensure that the means of escape can be easily identified and safely used by occupants of the building.
EMERGENCY LED BULKHEAD Dimension： 345mm(H)x107mm(W)x75mm(d) Operates for 3 hours in emergency mode,energy efficient,waterproof
LED EMERGENCY SUSPENDED ILLUMINATED EXIT SIGN Dimension： 250mm(H)x400mm(W)x30mm(d)
6.0 Mechanical + Electrical Eng.
6.4.6 Sprinkler head & emergency light layout Level 1 (N.T.S)
Sprinkler head
Exit Signage
1st Floor : 26 sprinkler head 18 emergency light 3 exit signage
Emergency Light
6.0 Mechanical + Electrical Eng.
Level 2, 3, 4 (N.T.S)
Sprinkler head
Per floor (2nd,3rd,4th floor): 26 sprinkler head 18 emergency light 2 exit signage
Exit Signage
Emergency Light
Total amount: 104 sprinkler head 72 emergency light 9 exit signage
7.0 INTERIOR ARCHITECTURE
7.0 Interior Architecture
7.1 COLOUR SCHEME The aim of designing the interior of the space is to create an architectural studio for students to work in a comfortable environment. A space of which there is no pressure and weightiness on the students but instead a place where not only work is carried out but also interactions and productivity.
THE COLOUR SCHEME
INTERIOR FINISHES
Existing Plywood Flooring - Low cost - Low maintenance - Recyclable and eco-friendly - Freedom from shrinking, swelling and warping.
Black accents help keep things sophisticated. The vibrant choice of orange helps keep the studios bright alive against the black and white fixtures. References of colour combinations: Wall Fitted Whiteboard Panels - Low cost - Low maintenance - Effective for improving learning, communication and collaboration.
7.0 Interior Architecture
7.2 INTERIOR FURNITURES
Tables
ET DTA1 – Drafting Table
Chairs
Work Smart Fabric Drafting Chair
Swivel and adjustable
-
Linnmon/Adils
Easy assembly and adjustable
-
Lights
3000mm T5 linear with wire suspensions
2 Light Double Spotlight
Sporren
-
Swivel
Cosmos Cylinder Ceiling Light
Torliden/Oddvald t White 2 light outdoor flushmount
-
Dismantlable
Add-ons
Tupplur
7.0 Interior Architecture
7.3 INTERIOR LAYOUT The interior is arranged as such to allow easy circulation and neat placements of furniture for the students. Drafting tables are proposed on the 1st and 2nd floors for students of semester 1 and 2. This is to ensure that the students are proper working tables for hands on work and drafting according to the module laid out by the university. However, on the 3rd and 4th floors, normal table measuring 600 x 1200 mm is proposed as students tend to work more with computers. 1st and 2nd Furniture Layout
3rd and 4th Furniture Layout
7.0 Interior Architecture 7.4 INTERIOR SECTIONS
7.0 Interior Architecture
7.5 INTERIOR RENDERINGS
Studio with drafting tables.
White board panels and block out roller blind for presentations and tutorials with spot lights.
7.0 Interior Architecture
Discussion rooms with basic tables and swivel chairs.
Studio on third and forth levels.
7.0 Interior Architecture
Open air areas at the end of studios.
8.0 LANDSCAPE ARCHITECTURE
8.0 Landscape Architecture
8.1 LANDSCAPE 8.1.1 Existing Landscape
Existing landscape condition has to be revised in order to comply to the additional containers studio. Due to the additional entrance from the back lane, hardscapes and softscapes has been executed in the proposal to enhance the user’s visuals as well as refine circulation along the building blocks. In this context, landscape design is divided into TWO categories; on-ground and on-containers.
Diagram 1.0 Plan View. Areas highlighted in RED shows available spaces for landscape design.
8.1.2 Two Categories Of Landscape Design
GREEN – On-containers YELLOW – On-ground
Diagram 1.2 Plan view.
8.0 Landscape Architecture
8.2 ON-GROUND LANDSCAPE DESIGN 8.2.1 Existing Condition Existing condition Total area: 168.78m² Hardscape: – Softscape: 1. Plants 2. Shrubs 3. Grass
Diagram 1.3.01 Plan view. Highlight of On-ground landscape area
8.2.2 Landscape Layout
Proposed Landscape Total area: 168.78m² Hardscape: 1. 2. 3. 4. 5. 6. 7.
Pebble Stone Timber Decking Timber Perimeter Fencing Planter box Bench Lamppost Trash bin
Softscape:
Diagram 1.3.02 Plan view. Proposed landscape layout
1. 2. 3. 4. 5.
Soil Trees Shrubs Plants Carpet grass
8.0 Landscape Architecture
8.2.3 Hardscape and Softscape Design
8.0 Landscape Architecture 8.2.4 Renderings
8.0 Landscape Architecture
8.3 ON-CONTAINERS LANDSCAPE DESIGN 8.3.1 Existing Condition
Existing condition Total area: 217.82m² Hardscape: Zinc platform Softscape: -
Diagram 1.4.01 Plan view. Highlight of ‘On-containers’ landscape area.
8.3.2 Landscape Layout
Proposed Landscape Total area: 217.82m² Hardscape: 1. 2. 3. 4. 5. 6. 7. 8.
Dark Red Meranti (timber decking) Mengkulang (table set) Handrail Kempas wood (pergola) Tensile Roof Alloy gate railing Wooden Bench Picnic table
Softscape:
Diagram 1.4.02 Plan view. Proposed landscape layout.
1. Sandy soil 2. Artificial grass 3. Diabolo Ninebark (shrubs)
8.0 Landscape Architecture
8.3.2 Hardscape and Softscape Design
8.0 Landscape Architecture 8.3.3 Renderings
8.0 Landscape Architecture
8.4 OVERALL HARDSCAPE AND SOFTSCAPE COST BREAKDOWN 8.4.1 On Containers
8.4.2 On Ground Item (hardscape)
Item (hardscape)
Quantity
1 Dark Red Meranti (timber decking)
Cost
12.952m³
RM 5900.00
X6
RM 1800.00
31.4m
RM 2200.00
4 Kempas wood (pergola)
X2
RM 1600.00
5 Tensile Roof
X2
RM 4890.00
6 Alloy gate railing
X2
RM 1200.00
7 Wooden Bench
X3
RM 600.00
8 Picnic table
X2
RM 580.00
2 Mengkulang (table set) 3 Handrail
Total
1 Pebble Stone (pebble wash)
RM 328.00
2 Dark Red Meranti timber
84.12m²
RM 7687.63
3 Wood & Alloy handrail
10.32m²
RM 450.00
4 Mengkulang Timber
12m³
RM 3800.00
5 Concrete Panterbox
7.47m³
RM 182.00
6 Rubbish bin
X1
RM 200.00
7 Bench
X2
RM 340.00
8 Lamppost
X2
RM 360.00
Total
RM 18, 770.00
1 Sandy soil 2 Artificial grass 3 Diabolo Ninebark (shrubs)
Quantity
Cost
80kg
RM 336.00
218.48m²
RM 3600.00
X 35
RM 400.00
Total
RM 4, 336.00
1 Silty Soil
Grand Total
Quantity
RM 13, 317.63 Cost
100kg
RM 520.00
2 Bucida Molineti
X6
RM 1830.00
3 Cotoneaster (shrubs)
X 20
RM 300.00
4 Snake Plant
X 15
RM 450.00
5 Dasylirion Longgissium
X 14
RM 196.00
140m²
RM 1080.00
6 Carpet grass 150m
On Container
Cost
55kg
Item (softscape) Item (softscape)
Quantity
RM 23, 106.00
RM 40, 799.63
Total
RM 4,376.00
On Ground
RM 17, 693.63
9.0 QUANTITY SURVEY
9.0 Quantity Survey
9.1 Property Details Land Title: Between Block D & E at Jalan Taylors, Subang Jaya, 47500 Subang Jaya, Selangor, Malaysia Property Type: Taylor’s compound Land Type: Freehold Land Status: Above Parking Lot Price per sqft: RM 880
9.0 Quantity Survey
9.2 CONTAINER SUPPLIER & DETAILS 10 ft
Inside Cubic Capacity (m3) Maximum Gross Weight (kg) Tare Weight (kg) Payload Dimensions External (m)
Dimensions Internal (m)
15.4 11,300 1,300 10,000 Length Width Height Length Width Height
3.10 2.44 2.59 2.98 2.35 2.38
9.0 Quantity Survey
20 ft
Inside Cubic Capacity (m3) Maximum Gross Weight (kg) Tare Weight (kg) Payload Dimensions External (m)
Dimensions Internal (m)
33.2 30,480 2,170 28,310 Length Width Height Length Width Height
6.05 2.44 2.59 5.90 2.35 2.38
9.0 Quantity Survey
40 ft
Inside Cubic Capacity (m3) Maximum Gross Weight (kg) Tare Weight (kg) Payload Dimensions External (m)
Dimensions Internal (m)
67.0 30,480 3,750 26,730 Length Width Height Length Width Height
12.19 2.44 2.59 12.01 2.35 2.38
9.0 Quantity Survey
9.3 ELEMENTAL COST BREAKDOWN Sub-structure Excavation
Sub-structure Foundation
Name Machine excavation over site excavation to remove topsoil. Average depth : 150 mm Excavation to reduce levels, depth. Depth not exceeding : 250 mm Excavate trench to receive raft foundation. Not exceeding 1.5m depth Hardcore 150mm thk on dug area
Name Precast Reinforced Concrete grade 45 SIRIM approved raft Foundation Mild Steel High Tensile R10 to raft foundation trench Reinforced Concrete ( Grade 25 ) in substructural works such as piles, piers, stumps
Unit 300m2
Unit Price (RM)
Price (RM) 5
1,500
75m3
30
2,250
78m3
30
2,340
300m2
25
7,500
TOTAL
13,590
Unit 125m
Unit Price (RM)
Price (RM) 20
2,500
5000kg
2
10,000
315m2
35
11,025
TOTAL
23,525
9.0 Quantity Survey
Super-structure Supporting structure
Frame
Stairs
Main building Container
Name Universal 5.8m / unit Beam Universal 4.8 m / unit Column Steel Space 2.0 m / unit Truss Column Steel Space 12.0 m / unit Truss Beam Pre-fabricated Steel stairs, bolted and welded from steel grating Riser – 175mm Thread - 255 mm
Name 10 ft 20 ft 40 ft
Unit 192
Unit Price (RM)
Price (RM) 4,350
835,200
4,350
626,400
8
210
1,680
4
1,260
5,040
2
6,500/stair
13,000
Total
1,481,320
144
Unit 30 18 42
Unit Price (RM)
Price (RM) 2,500 3,900 5,200 Total
75,000 70,200 218,400 383,350
9.0 Quantity Survey
M & E Services Electrical Plug points
Indoor Fixtures
Outdoor Fixtures Ventilation
Fire Protection System
Drainage System
Rain Harvesting System
Name Two Gang 13A Switched Socket One Way Switch Two Way Switch 3000mm T5 linear with wire suspensions light Cosmos Cylinder Ceiling Light 2 Light Double Spotlight White 2-light Outdoor Flushmount Daikin Air conditioning Multi 4MXS68F Heat Pump Inverter 4 x FFQ35C Cassette Refrigent & Condensate pipe Air-cond power points Fire Sprinkler System Emergency Light Exit Signage 150mm aluminum K style Gutter with mill finish aluminum gutter guard 120mmx100mm aluminum rectangular downspout Water Tank Rainwater filter collector
Unit 256
Unit Price (RM)
Price (RM) 30
7,680
44 8 64
12 15 28
528 120 1,792
104
8
832
64 16
35 25
2,240 400
12
15,000
180,000
150 m2
10 / ft
1,500
12 ls 72 8 65 m
80 ls 25 38 20 / m
960 80,000 1,800 304 1,300
100 m
20 / m
2,000
2700 150 Total
2,700 150 282,106
1 1
9.0 Quantity Survey
Finishes & Furniture
Name
Unit
Floor Wall
Jotun Paint Gardex Premium Semi Gloss Wood & Metal Wall Fitted Aluminum White Board Panels JOTUN PAINT JOTAPLAST MAX Tables Drafting table LINNMON/ADILS adjustable table TORNLIDEN + ODDVALDT dismantable table Chair Drafting chair SPORREN Swivel Chair Curtain TUPPLUR Block-out roller blind Windows 2100W x 2100H mm Aluminum frame with 12 mm thick fixed glazed clear tempered glass up to 1100 mm and hinge window above 1000W x 2100H mm Aluminum frame with 12 mm thick fixed glazed clear tempered glass up to 1100 mm and hinge window above 500W x 2100H mm Aluminum frame with 12 mm thick fixed glazed clear tempered glass up to 1100 mm and hinge window above 500W x 2100H mm Aluminum frame with 12 mm thick fixed glazed clear tempered glass bay window beside Doors 1600W x 2100H mm Double leaf marine plywood pivot swing door with after proof at internal side 800W x 2100H mm Single leaf solid core with pivot hinge door with spray stain finish 2100W x 2100H mm Solid timber door with fixed glass window
ls 2000m2 ls 75 150 75 75 225 660m2 32
Furniture
48
Unit Price (RM) ls 40/m2 ls 545 99 292 561 190 5/m2 300 255
Price (RM) 15,000 80,000 25,000 40,875 14,850 21,900 42,075 42,750 3,300 9,600 12,240
80
150
12,000
12
125
1,500
12
320
3,840
12
250
3,000
8
450
3,600
Total
331,170
9.0 Quantity Survey
Landscape Hardscape
Roof Garden
Floor Garden
Softscape
Roof Garden Floor Garden
Name
Unit
Dark Red Meranti (timber decking) Mengkulang (table set) Handrail Kempas wood (pergola) Tensile Roof Alloy gate railing Wooden Bench Picnic table Pebble Stone (pebble wash) Dark Red Meranti timber Wood & Alloy handrail Mengkulang Timber Concrete Panterbox Rubbish bin Bench Lampost Sandy soil Artificial grass Diabolo Ninebark (shrubs) Silty Soil Bucida Molineti Cotoneaster (shrubs) Snake Plant Dasylirion Longgissium Carpet grass 150m
12.952m³ 6 31.4m 2 2 2 3 2 55kg 84.12m² 10.32m² 12m³ 7.47m³ 1 2 2 80kg 218.48m² 35 100kg 6 20 15 14 140m²
Unit Price Price (RM) (RM) 455.52 5900.00 300.00 1800.00 70.06 2200.00 800.00 1600.00 2445.00 4890.00 600.00 1200.00 200.000 600.00 290.00 580.00 5.96 328.00 91.38 7687.63 43.60 450.00 316.67 3800.00 24.36 182.00 200.00 200.00 170.00 340.00 180.00 360.00 4.20 336.00 16.47 3600.00 11.42 400.00 5.20 520.00 305.00 1830.00 15.00 300.00 30.00 450.00 14.00 196.00 7.71 1080.00 Total 40,799.63
9.0 Quantity Survey
Name Excavation cost Foundation cost Super-structure cost Main building cost M & E cost Interior design cost Landscape cost
Price (RM) 13,590.00 23,525.00 1,481,320.00 383,350.00 282,106.00 331,170.00 40,799.63 Total
2,555,860.63
Grand Total
127,793.03 2,683,653.66
Contingency cost (2,555,860.63 x 5 %)
Total sqft Price per sqft
2870 sqft 2,683,653.66 / 2870 sqft
935.07
9.0 Quantity Survey
9.4 RECYCLABLE PRODUCTS VALUE Name Mild Steel High Tensile R10 Steel Universal Beam & Column Steel Space Frame Beam & Column Pre-fabricated Steel stairs Containers Wall Fitted Aluminum White Board Panels
Price (RM) 10,000 1,461,600 6,720 13,000 383,350 80,000 1,954,670
Total Total Cost Percentage of recyclable products value
RM 2,683,653.66 (RM 2,683,653.66 / RM 1,954,670) x 100 % = 72 %
9.5 COMPARISON WITH STANDARD CONSTRUCTION TECHNIQUE, R.C. CONSTRUCTION: Name Excavation cost Foundation cost Super-structure cost Main building cost ( assuming RM 250 psf ) M & E cost Interior design cost Landscape cost
Price (RM) 13,590.00 23,525.00 1,481,320.00 2,870,000.00
RM 250 x (2870 x 4 floors)
282,106.00 331,170.00 40,799.63 Total
5,042,510.63
Grand Total
252,125.53 5,294,635.53
Contingency cost (5,042,510.63 x 5 %)
Total sqft Price per sqft
2870 sqft 1,844.82
10.0 References
REFERENCES 1. 2. 3. 4.
Tatum, J, Risk Management. (n.d.). Retrieved October 02, 2015, from https://www.theirm.org/about/risk-management.aspx Mark, R, The Ultimate Guide to the Critical Path Method. (2015, April 30). Retrieved October 06, 2015, fromhttps://www.smartsheet.com/critical-path-method Container Studio. (n.d.). Retrieved May 23, 2016, from http://www.mbarchitecture.com/container-studio/ BBC Arquitectos puts shipping containers in Le Utthe store. (2015). Retrieved May 23, 2016, from http://www.dezeen.com/2015/04/15/bbc-arquitectos-hangsshipping-containers-la-plata-argentina-le-utthe/ 5. BBC Arquitectos puts shipping containers in Le Utthe store. (2015). Retrieved May 23, 2016, from http://www.dezeen.com/2015/04/15/bbc-arquitectos-hangsshipping-containers-la-plata-argentina-le-utthe/ 6. Sprinkler Head Types. (n.d.). archtoolbox.com. Retrieved May 17,2016,from http://www.archtoolbox.com/.../sprinklerheadtypes.html 7. Uniform Building By-Law 1984. (n.d.). Retrieved 16 May,2016,fromhttp://portal.ppj.gov.my/c/document_library/get_file... 8. What Is a Jockey Pump?.(n.d.). wiseGEEK. Retrieved May 17,2016, fromhttp://www.wisegeek.org/what-is-a-jockey-pump.htm 9. Stein,B.,&Reynolds,J. (1992). Mechanical and Electrical Equipment for Buildings (11th ed.). New York : J.Wiley& Sons. 10. National Fire Fighting Manufacturing FZCO,(n.d.). Wei Pipe Fire Sprinkler. Retrieved May 16,2016 from http://www.naffco.com/products.php?groups_id=413 11. Magnetic Whiteboard Wall - Logo Visual. (2015). Retrieved May 23, 2016, from http://www.logovisual.com/magnetic-whiteboard-wall/ 12. Qonser. (n.d.). Retrieved May 19, 2016, from http://www.qonser.com/cd/19225/modern-orange-wall/19180/ 13. Brickell, C. (2010). The Royal Horticultural Society encyclopedia of plants and flowers. London: Dorling Kindersley 14. Holden, R., & Liversedge, J. (2005). Landscape 15. architecture: An introduction (2nd ed.). 16. Landscape Architecture Study Places Value on Klyde Warren Park, Other Urban Spaces. (2014, January 10). Real Estate Weekly News. 17. Vroom, M. J. (2006). Lexicon of Garden & Landscape Architecture (1st ed.). Birkhäuser-. 18. Waterman, T. (2009). The fundamentals of landscape architecture. Lausanne: AVA Academia. 19. "Second Hand Container - Others For Sale In Malaysia - Mudah.My". Mudah.my. N.p., 2016. Web. 29 April. 2016. 20. "Houses Too Mahal? See How This M’Sian Built His Home From A Container!". CILISOS - Current Issues Tambah Pedas!. N.p., 2015. Web. 5 April. 2016. 21. "Stainless Steel Manufacturer Malaysia Stainless Steel Products Manufacturer - K. Seng Seng Corporation Bhd". Kssc.com.my. N.p., 2016. Web. 2 May 2016. 22. "TIPS 3 : FORMULA FOR ESTIMATED COST CALCULATION (GROSS) FOR YOUR DREAM HOUSE". Bungalowplan.com. N.p., 2016. Web. 17 Apr. 2016. 23. Columns, Universal. "Find The Cost, Price & Buy UC, Universal Steel Columns Rsjs Online FREE All UK Nationwide Delivery At Cheapest Prices". We Sell RSJ. N.p., 2016. Web. 5 May 2016. 24. "20GP Technical Drawing (Shipping Container Dimensions) – Shipping Containers For Sale In Australia & NZ". Joycontainers.com. N.p., 2016. Web. 20 May 2016. 25. "BUILDING YOUR SHIPPING CONTAINER HOME. | Residential Shipping Container Primer (RSCP™)". Residentialshippingcontainerprimer.com. N.p., 2016. Web. 18 May 2016. 26. "COLUMNS | Detallesconstructivos.Net". Detallesconstructivos.net. N.p., 2016. Web. 20 May 2016. 27. "Shipping Container Dimensions & Sizes - Portamini Storage". Portamini storage. N.p., 2015. Web. 20 May 2016. 28. "Shipping Container Twist Locks - Double Ended - Weldable". Twistlocks.com.au. N.p., 2016. Web. 18 May 2016. 29. "Simple Connections". Steelconstruction.info. N.p., 2016. Web. 21 May 2016.
11.0 Appendix
11.1 ATTENDANCE CCM 1
CCM 2
11 APRIL 2016 11.50 a.m.
CCM 4
CCM 3
18 APRIL 2016 12.30 p.m.
11.25 a.m.
CCM 5
11.30 a.m.
25 APRIL 2016 12.15 p.m.
11.0 Appendix
11.2 MINUTES OF MEETING CCM1
11.0 Appendix CCM2
11.0 Appendix CCM3 CCM4
11.0 Appendix CCM5