PROJECT MANAGEMENT (ARC 3612) PROJECT 1: DEFINING AND DOCUMENTING A MODULAR / RESIDENTIAL CONSTRUCTION PROJECT CLIENT: Ar. Badrul Hisham ARCHITECT: Cheah Ee Von PROJECT MANAGER: Choong Wan Xin C&S ENGINEER: Chuah Chu Ying
M&E ENGINEER: Ang Yik Chiu QUANTITY SURVEYOR: Chiang Kah Wai ENERGY MANAGER: Yong Yih Tyng
INTERIOR DESIGNER: Evin Looi Jynn
CONTENT PAGE 1.0 INTRODUCTION
1.1 COMPANY INTRODUCTION AND ORGANISATIONAL CULTURE 1.2 COMPANY PROFILE
2.0 PRELIMINARY STUDIES
3.4 QUANTITY SURVEY 3.4.1 PROPERTY DETAILS 3.4.2 BILL OF QUANTITIES – STUDIO CONTAINER 3.4.3 NET PROFIT – STUDIO CONTAINER 3.4.4 GROSS DEVELOPMENT BREAKDOWN COST – STUDIO CONTAINER 3.4.5 BILL OF QUANTITIES – COMMERCIAL BUILDING 3.4.6 NET PROFIT – COMMERCIAL BUILDING 3.4.7 GROSS DEVEOPMENT BREAKDOWN COST – COMMERCIAL BUILDING 3.4.8 COST AND VIABILITY COMPARISION BETWEEN STUDIO CONTAINER & COMMERCIAL BUILDING
2.1 CASE STUDIES 2.1.1 SUGOROKU OFFICE & KEETWONEN STUDENT HOUSING 2.2 SITE ANALYSIS 2.2.1 SITE INTRODUCTION & KEY PLAN 2.2.2 NEIGHBOURHOOD CONTEXT 2.2.3 CLIMATIC ANALYSIS 2.2.4 LOCATION PLAN 2.2.5 S.W.O.T ANALYSIS & SITE ZONING 2.2.6 PATH ANALYSIS 2.2.7 VIEW TOWARDS SITE (FROM COMMERCIAL BLOCK) 2.2.8 VIEW FROM SITE 2.2.9 VIEW TOWARDS SITE (FROM BASKETBALL COURT)
3.5 INTERIOR DESIGN
3.0 DESIGN DEVELOPMENT
3.6 ENERGY MANAGEMENT
3.1 ARCHITECTURAL 3.1.1 3.1.2 3.1.3 3.1.4 3.1.5 3.1.6 3.1.7 3.1.8
CONTAINER STUDIO VS CONVENTIONAL STUDIO CONCEPT SKETCHES SPACE REQUIREMENT STATEMENT & CONTAINER STUDIO PROPOSAL OVERVIEW LOCATION PLAN & VEHICULAR PATH FLOOR PLANS ELEVATIONS SECTIONS EXTERIOR RENDERINGS
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 3.2.6 3.2.7 3.2.8 3.2.9
INTRODUCTION TO SHIPPING CONTAINER SUPPORTING SYSTEM & REINFORCEMENT TYPE OF FOUNDATION COLUMN CONNECTION TO PAD FOUNDATION BEAM AND COLUMN STRUCTURE JOINING OF SHIPPING CONTAINER WINDOW AND DOOR SYSTEM, CONTAINER INSULATION SYSTEM FLOOR, ROOF, STAIRCASE & LOUVERS STRUCTURE STRUCTURAL PLAN
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL 3.3.1.1 LIGHTING SYSTEM 3.3.1.2 AIR CONDITIONING & FAN SYSTEM 3.3.2 WATER SUPPLY SYSTEM 3.3.3 SEWERAGE SYSTEM 3.3.4 DRAINAGE SYSTEM 3.3.5 FIRE FIGHTING SYSTEM
3.5.1 3.5.2 3.5.3 3.5.4
CONCEPT FURNITURE LAYOUT AND SELECTION OF FLOOR FINISHES FURNITURE LAYOUT AND SELECTION INTERIOR RENDERINGS
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT 3.6.2 TARGET GREEN BUILDING INDEX (GBI) CLASSIFICATION 3.6.3 REPORT OF GBI ASESSMENT CRITERIA – ENERGY EFFICIENCY (EE) 3.6.4 REPORT OF GBI ASESSMENT CRITERIA – INDOOR ENVIRONMENTAL QUALITY (EQ) 3.6.5 REPORT OF GBI ASESSMENT CRITERIA – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) 3.6.6 REPORT OF GBI ASESSMENT CRITERIA – MATERIALS AND RESOURCES (MR) 3.6.7 REPORT OF GBI ASESSMENT CRITERIA – WATER EFFICIENCY (WE) 3.6.8 REPORT OF GBI ASESSMENT CRITERIA – INNOVATION (IN) 3.6.9 RECYCLABLE MATERIAL LIST
4.0 PROJECT MANAGEMENT 4.1 SUCCESS CRITERIA
4.1.1 PROJECT TRIPLE CONSTRAINT
4.2 WORK BREAKDOWN STRUCTURE 4.3 GANTT CHART 4.4 RISK ANALYSIS 4.5 MAINTENANCE PROPOSAL 4.6.1 4.6.2 4.6.3 4.6.4 4.6.5
ARCHITECTURE CIVIL AND STRUCTURAL COMPONENTS MECHANICAL AND ELECTRICAL COMPONENTS INTERIOR DESIGN OTHERS
5.0 REFERENCE
6.0 APPENDIX
1.0 INTRODUCTION
1.1 COMPANY INTRODUCTION AND ORGANISATIONAL CULTURE COMPANY INTRODUCTION C&E Studio was established in 2015 as a partnership company that provide full consultancy service from project management to architectural design solution. C&E studio’s management is innovative, quality driven and highly professional, well equipped with design team players who has the expertise to provide services in architecture, master planning, programming, structural engineering and project management. C&E studio commit to the highest standards of quality in design and service and to succeed in the planning and architectural works through the team’s professionalism, collaborative spirit, emphasis on client service, and passion for design excellence. We aim to produce the highest quality of building and environmental improvements to provide a better lifestyle for the future, to improve the quality of life of the people who enjoy our architectural works with our enrich human experience and spirit through its planning and architectural works.
ORGANISATIONAL CULTURE
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
MISSION We operate at the progressive edges of our profession. Uniquely, we stop, look, and listen. Our observations become the basis for our actions. Our actions are encompassed in a collaborative process:
COLLABORATE
CONTROL
C&E Studio practice a combination of collaborative and controlled culture in this company. For collaborative culture, we emphasized on the importance of teamwork, participation and consensus to be applied in this company. Interaction between colleagues leads to effective teamwork that conducts a more open, friendly and sharing working environment. While in a controlled culture, we tend to work and produce under a more standardized and stable working structure. We ensure that we can achieve success with dependable delivery, smooth scheduling and low cost.
client + architect + task + place Ultimately, we craft places that live in memory based on the sculpting of light, surface, material and space. We provide creative solutions to our client’s specific circumstances. We employ research-driven processes that yield efficient and unique solutions. We believe in the financial responsibility of the architect, client relationship. Quality is the ultimate measure of value.
VALUE Design Excellence – We believe in the extraordinary power of design to influence the quality of life. Integrity – We stake our reputation and found our relationships on honesty, trust, respect and financial integrity. We desire clients who believe in the same. Innovation – We question accepted methods in order to access improved processes and technologies. Collaboration – We iterate in a co-creative process with clients, consultants and contractors. Sustainability – We lead by example, providing clients with projects that are environmentally sustainable and responsible. We have knowledge and experience in LEED certified projects and subscribe to the 2030 Challenge.
1.0 INTRODUCTION 1.2 COMPANY PROFILE ORGANIZATION CHART
IR. CHUAH CHU YING ( C&S Engineer )
IR. ANG YIK CHIU
( M&E Engineer)
CHOONG WAN XIN
AR. CHEAH EE VON
SR. CHIANG KAH WAI
( Project Manager )
( Architect)
( Quantity Surveyor )
YONG YIH TYNG ( Energy Manager )
EVIN LOOI JYNN ( Interior Designer )
1.0 INTRODUCTION 1.2 COMPANY PROFILE PROJECT MANAGER
ARCHITECT
CHOONG WAN XIN
AR. CHEAH EE VON
• Project Manager with more than 10 years’ experience in architecture and construction sector • Experience includes safety; quality control, supervising team members and subcontractor • Writing project plans, reports and documentation • Scheduling; reviewing bid proposals and awarding contracts • Excel in unpredictable and hectic environments • Highly skilled in network planning and analysis with strengths in project management
• Registered architect with Lembaga Arkitek Malaysia (LAM) (2010) • Passionate about design and detail. • Responsible and able to deliver projects within time and budget constraint. • Expertise in commercial, residential and community projects.
Education Taylor’s University (1995 -1998) -Bachelor of Science (Hons) Architecture RMIT University (1999 -2003) -Master in Architecture
Professional Experience MMN Architect (2004 -2010) -Assistant Architect Jetson Development Sdn. Bhd. (2011 -2015) -Project Manager C&E Studio (Current) - Project Manager
Education Taylor’s University (1999-2002) – Bachelor of Science (Architecture) Taylor’s University (2004-2006) – Master in Architecture
Professional Experience Veritas Architects (2002-2004) – Assistant Architect Veritas Architects (2007-2010) – Senior Architect C&E Studio (Current) - Architect
1.0 INTRODUCTION 1.2 COMPANY PROFILE
CIVIL & STRUCTURAL ENGINEERING (C&S)
MECHANICAL AND ELECTRICAL ENGINEERING (M&E)
IR. CHAUH CHU YING
IR. ANG YIK CHIU
• 10 years of working experience as a structural Consultant on architect's design and determine suitable structural to the proposed construction. • Produce detailed designs, calculations and documentation for the construction and implementation of civil engineering projects. • Enable to judge whether projects are feasible by looking at costs, time and labour requirements. • Experience in site supervision and construction work to develop detailed programmed for the coordination of site activities. • Master in knowledge of engineering software.
•More than 10 years of working experience as a mechanical and electrical consultant. •Specialize in project team supervision, energy efficiency analysis and machine and mechanical design. •Expert in generation, distribution, and use of energy; the processing of materials; the control and automation of manufacturing systems; the design and development of machines; and the solutions to environmental problems.
Education Massachusetts Institute of Technology (MIT) – MSc Civil and structural Engineering Registered Engineer with Board of Engineers Malaysia (BEM) (2010)
Professional Experience Surbana International Consultants (2006 – 2010) – Assistant Engineer Surbana International Consultants ( 2010 – 2015) – Senior Engineer C&E Studio (Current) - C&S Engineer
Education
University of Southern California (2000-2004) - Bachelor of Science in Mechanical Engineering Massachussets Institute of Technology (2005-2006) - Master of Science in Mechanical Engineering National University of Singapore (2008-2012) - Ph.D in Mechanical Engineering Registered Ir. with Professional Engineers Board Singapore Registered Ir. with Board of Engineers Malaysia
Professional Experience CRB Consulting Engineers (2004-2005) - Assistant Mechanical Engineer J Roger Preston (S) Pte Ltd (2007-2014) - Mechanical & Electrical Engineer C&E Studio (Current) - M&E Engineer
1.0 INTRODUCTION 1.2 COMPANY PROFILE QUANTITY SURVEYOR (QS)
ENERGY MANAGER
SR. CHIANG KAH WAI
YONG YIH TYNG
• Registered Sr. with Board of Quantity Surveyors Malaysia (BQSM)(2011) • Cost controlling of non-engineering disciplines in a project to achieve a standard and quality work. • Responsible and resourceful while working as teamwork to manage the costing. • QUALITY is more essential than QUANTITY in producing a set of document after a project accomplished. • Resolving disputes between contracting parties.
Taylor’s University (2004– 2008) - Bachelor of Quantity Surveying
• Develop and lead a team of Energy efficiency experts capable of identifying, verifying and implementing Energy Conservation Measures (ECM) for new and existing building facilities • Establish guidelines and processes for the company’s Energy Efficiency related business including the preparation of technical and commercial proposals, ROI calculations and Energy Audit reports • Identify and fulfil Energy Consultancy services including Energy Modelling, Energy Benchmarking and Green Building accreditation (GBI, Leeds etc.) for building facilities • Collaborate with other Business Units to complement their services and to cross sell Energy efficiency services
Professional Experience
Education
Education
CPK Associates (2009 – 2011) - Assistant Quantity Surveyor AA Associates (2011 – 2015) - Quantity Surveyor C&E Studio (Current) - Quantity Surveyor
GBCI (2008 - 2009) LEED AP + (BD +C), LEED AP + (BD +C) Sheffield Hallam University (2002 – 2004) Master, Engineering and Management
Professional Experience Green Building Index Malaysia (GBI) (2009 - Present) GBI Facilitator
Skills - Life cycle assessment - LEED - Sustainability - Carbon Foot printing - Green Building - LEED AP - Environmental Awareness - Sustainable Development
1.0 INTRODUCTION 1.2 COMPANY PROFILE INTERIOR DESIGN
EVIN LOOI JYNN • Produce necessary drafting for interior work and supervise renovations and remodeling regarding interior spaces. • Provide necessary interior design, budget requirements and client needs. • A proven ability to generate fresh solutions for the renovation of internal spaces, including structural alterations.
Education Taylor’s University, Malaysia (2002– 2006) - Bachelor of Interior Design University of Bath ,UK (2006-2008 ) - Master in interior design
Professional Experience YC Lee Interior Deco (2009 – 2011) - Assistant Interior designer KCYS Architects Sdn. Bhd(2011 – 2015) – Interior designer C&E Studio (Current) - Interior Designer
2.1 CASE STUDIES
2.1.1 SUGOROKU OFFICE & KEETWONEN STUDENT HOUSING SUGOROKU OFFICE, JAPAN DAIKEN-MET ARCHITECT
Consists of 3 levels made of large steel grid structure. The container office is easy to assemble and dismantle anytime anywhere. It involves no constructions under ground and utilizes minimum area of land. The office has spaces for living area, kitchen, design studio and penthouse floor.
KEETWONEN STUDENT HOUSING, AMSTERDAM TEMPOHOUSING
Amsterdam is one of the largest container city in the world. This container project houses 1,000 students. The container homes are well insulated, quiet and comfortable. Each container has a balcony, bathroom, kitchen, separate sleeping and study rooms and large windows. The complex has central heating and high speed Internet, as well as dedicated bike parking.
2.2 SITE ANALYSIS
2.2.1 SITE INTRODUCTION & KEY PLAN
KEY PLAN
PROPOSED SITE
N.T.S
The proposed site is located at Jalan SS 15/8, SS 15, 47500 Subang Jaya, Selangor, Malaysia. The established local brand name for private tertiary education with over 40 years of history, opened their grand lakeside campus in 2010. Set on 27 acres of tropical greenery, the campus is surrounded by a revived 5.5 acre manmade lake. This campus is another step forward towards realising Taylor's mission to become a university of 20,000 students renowned for its teaching excellence and the distinctive quality of its graduates.
2.2 SITE ANALYSIS
2.2.2 NEIGHBOURHOOD CONTEXT DISTRICT
N.T.S
LEGEND COMMERCIAL ZONE RESIDENTIAL ZONE ACADEMIC ZONE
1) 2) 3) 4) 5) 6) 7)
Taylor’s University DK Senza condominium New residential project PJS 7 residential area PJS7 commercial hub South Quay residential area PJS 9 residential area
8) Sunway commercial hub 9) Sunway University 10) Monash University 11) USJ residential area 12) LDP toll plaza 13) Puchong commercial hub
Taylor’s University students benefit from its’ strategic location, having at least 4 residential areas (PJS 7, DK Senza, South Quay and PJS 9) and 3 commercial hubs (PJS 7 commercial hub, Sunway city and Puchong commercial hub) all within 3km from campus. This does not include the in-campus hostel, commercial hub and the up-coming new residential tower opposite the university. Hence, the well planned location is one of the major factors for go-to private university choice of local and overseas students’ alike other than its’ excellent education quality.
2.2 SITE ANALYSIS
2.2.3 CLIMATIC ANALYSIS
SUNPATH DIAGRAM
WINDROSE
N.T.S
Average temperature at Subang Jaya is about 28ยบc and receives large amount of sunlight throughout the year. Except during monsoon seasons from late May to September (Southwest Monsoon).
N.T.S
Wind speed at Subang Jaya is at about 2-3 m/s, which is relatively low. Precipitation is fairly high in Subang Jaya, which is about 16 days per month.
2.2 SITE ANALYSIS 2.2.4 LOCATION PLAN
LAKE
BLOCK E
CAR PARK
SPORTS CENTRE
N.T.S
N.T.S
2.2 SITE ANALYSIS
2.2.5 S.W.O.T ANALYSIS & SITE ZONING SITE ZONING LEGEND
Car Park H is the best site around campus to build the new dedicated studios due to rising demand and increasing intake for architecture students. The large open space allows for easier construction and better ventilation. Other than that, architecture students often park their cars at the staff parking after 6pm, so the new studio constructed allows easy transfer of architectural materials and models for the students.
S.W.O.T ANALYSIS Strength: • Large open space (easy construction) • Ample ventilation Weakness: • Exposed to large amount of heat • Noise pollution from cars Opportunity: • New studio block for architecture students • Ample natural lighting • Lake view
Threat: • Snake • Insects • Mosquito
N.T.S
2.2 SITE ANALYSIS 2.2.6 PATH ANALYSIS
PEDESTRAIN PATH
VEHICULAR PATH
LEGEND
LEGEND
N.T.S
N.T.S
2.2 SITE ANALYSIS
2.2.7 VIEW TOWARDS SITE (FROM COMMERCIAL BLOCK)
N.T.S
2.2 SITE ANALYSIS 2.2.8 VIEW FROM SITE
N.T.S
2.2 SITE ANALYSIS
2.2.9 VIEW TOWARDS SITE (FROM BASKETBALL COURT)
N.T.S
3.1 ARCHITECTURAL
3.1.1 CONTAINER STUDIO VS CONVENTIONAL STUDIO
CONTAINER STUDIO VS CONVENTIONAL STUDIO The biggest difference between constructing a building made of containers is time and cost.
conventional building and a
While a normal studio block would cost about 6 million ringgit to build, a container block would only cost about 2 million. (as of year 2016 after considering inflation)
Time wise, constructing a container studio block takes about 6 months to complete; while a conventional brick and mortar studio block would take about 1 year to complete. Hence, we would be able to shorten the construction time by 50%. Shorter construction times also means lower cost.
Building a container studio would not only be friendly to the pocket but also to the environment as well, as conventional building uses less than 10% of recyclable materials while a container studio uses up to 60% recyclable material to build.
3.1 ARCHITECTURAL 3.1.2 CONCEPT SKETCHES
The concept is to have the similar layout of the existing academic blocks while providing leisure orientated programs between floors to promote a more relaxing environment for architecture students who are constantly in a stressful situation rushing for deadlines.
3.1 ARCHITECTURAL
3.1.3 SPACE REQUIREMENT STATEMENT & CONTAINER STUDIO PROPOSAL OVERVIEW
SPACE REQUIRED PER STUDENT= 3.25m²(average personal space including furniture) PROPOSED QUANTITY OF STUDENTS= 150 MIN STUDIO NETT AREA REQUIRED= 487.5m² CURRENT PROVIDED STUDIO NETT AREA= 469.2m²(3% lesser than min requirement) *NEW SCHEME STUDIO NETT AREA* = 551.64m²(13% more than min requirement for more personal space) GROSS BUILT UP AREA= 1708.5m² Total number of 10ft containers= 38 Total number of 40ft containers= 76 The suggested user group would be semester 6 architecture students.
A mix of 10ft and 40ft containers are transformed into studios for the new block. The containers are stacked up to create a double volume effect. This is to ensure comfort and ventilation purposes. The reason for two different sizes of studios is to cater for different students with different working styles. Some students prefer working individually while some prefer working in a big group. The 10ft containers are small studios which would accommodate 2 persons while the 40ft studios would accommodate 10 students. Program wise, the new studio block would have open air meeting points with pantry between floors, sleeping pods, a gallery and a roof garden promote a more relaxing environment for architecture students as mentioned earlier. In terms of sustainability, our team aims to achieve certified green building (50 points) under GBI index. Hence, our design would comply various aspects from the six categories under the rating tool: Energy Efficiency (EE), Materials and Resources (MR), Water Efficiency (WE), Indoor Environment Quality (EQ), Sustainable Site planning & Management (SM) and Innovation (IN).
3.1 ARCHITECTURAL
3.1.4 LOCATION PLAN & VEHICULAR PATH LOCATION PLAN
VEHICULAR PATH
LEGEND VEHICLE ENTRANCE ROUTE VEHICLE EXIT ROUTE
1:1500
1:1500
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.5 FLOOR PLANS
B
A
B
C
C
A
3.1 ARCHITECTURAL 3.1.6 ELEVATIONS
1:150
3.1 ARCHITECTURAL 3.1.6 ELEVATIONS
1:150
3.1 ARCHITECTURAL 3.1.6 ELEVATIONS
1:150
3.1 ARCHITECTURAL 3.1.7 SECTIONS
1:150
3.1 ARCHITECTURAL 3.1.7 SECTIONS
1:150
3.1 ARCHITECTURAL 3.1.7 SECTIONS
1:150
3.1 ARCHITECTURAL
3.1.8 EXTERIOR RENDERINGS VIEW TOWARDS SITE (FROM COMMERCIAL BLOCK)
3.1 ARCHITECTURAL
3.1.8 EXTERIOR RENDERINGS
VIEW TOWARDS SITE (FROM BASKETBALL COURT)
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.1 INTRODUCTION TO SHIPPING CONTAINER
PRIMARY STRUCTURAL COMPONENT FOR SHIPPING CONTAINER
INTRODUCTION Shipping containers are designed to carry cargo. They are designed to be lifted vertically from above by cranes and transferred from ship to shore and between other forms of transport such as trains and lorries. Nowadays, shipping container being used as housing.
The corrugation panels (roof, sides, and back), floor, purlins, front doors, frame, and rails form an integrated structural skin.
MATERIALS
CHARACTERISTIC AND COMPONENTS OF A STANDART SHIPPING CONTAINER
A typical shipping container is made from a ‘weathering steel’. Commonly known as ‘Cor-ten’ steel. Cor-ten steel is a corrosion resistant steel that is used within many industries where exposed steel sections are necessary, e.g. building panels, facades and sculptures.
COMPONENTS 1.Monocoque body 2.Corner Castings 3.Steel corrugated sheet sidewalls, roof, and back panel 4.All-welded-steel, continuously 5.Purin reinforced Plywood Floors 6.Forklift pockets 7.Grappler pockets 8.Gooseneck tunnel
DIMENSION EXTERNAL CONTAINER DIMENSION TYPES
LENGTH (m)
WIDTH (m)
HEIGHT (m)
GROSS WEIGHT (kg)
TARE WEIGHT (kg)
10 ft
3.029
2.44
2.6
11300
1300
40 ft
12.2
2.44
2.6
30480
3900
INTERNAL CONTAINER DIMENSION TYPES
LENGTH (m)
WIDTH (m)
HEIGHT (m)
10 ft
2.941
2.352
2.395
40 ft
12.024
2.352
2.395
Exploded axonometric view of a Typical 20' ISO Shipping Container
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.2 SUPPORTING SYSTEM & REINFORCEMENT CONTAINER SUPPORTING STRUCTURE
REINFORCEMENT FOR REMOVED PANELS Figure below illustrates a very general rule of thumb for container reinforcement after modification. Wherever the remove side corrugated paneling must reinforce with new steel.
The corner fittings shown in the above figure are an integral part of the loadbearing column in the container. Containers are designed to make vertical contact with each other through discrete corner fittings; when stacked, all vertical force is transferred through these fittings, in turn loading the corner posts, and not the walls, of the container. The number of containers which can be stacked on each other is determined by the strength of the corner posts. Highlighted in gray are the main steel reinforcement members running along the length of the containers to reinforce the openings below and support the additional dead and live load. Wood paneling is also used to further reinforce the existing container roof panel.
CONTAINER COMPRESSIVE LOAD BEARING CAPACITY The corner posts of container should be tested to a load of 86400kg. This is the load applied to the posts of the bottom container in an 8-on-1 stack of 24000kg (gross weight) container. According to the research analysis, container is possible to stacks as high as 12 stories However, when the containers are modified and portions of their monocoque structural skin/body are removed (i.e. side paneling), their load capacity decreases substantially.
COST EFFECTIVE CONSTRUCTION
Panel surface area reduction
The cost of steel and wood / light gauge framing is substantial and the labor cost for the steel and carpentry is also higher. So, to achieve the cost effective for the overall construction, the best solution is the weld and reinforcing done off-site before setting the containers on site and starting the interior fitout.
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.3 TYPE OF FOUNDATION BUILDING FOUNDATION
PAD FOUNDATION
Foundation is the lowest part of a building or other construction, partly or wholly below the surface of the ground. It is designed to support and secure the superstructure and transmit its weights directly to the earth. Foundation types and choices are highly depended on site context, land condition, design proposal, construction budget labour and period.
It is important to have a stable foundation in order to support dead loads and all the live loads of the building. According to site soil investigation and design proposal, pad foundation is more appropriate to be used as the foundation of the particular project. Pad foundation is a shallow foundation which can transfer the load to the earth at the base of column or wall of the substructure. The purpose of the pad foundation is to take a point load from a column and give stability to the structure by increasing stability over the soil plane.
I) SITE CONDITION
II) DESIGN PROPOSAL
ADVANTAGES Isolated foundation Economic due to control of size Shallow form of foundation needs little excavation
Exploded view showing reinforcement
Loads transferred through column to base-plate then to concrete pad foundation
The site is a mining area in the old days.
The proposed building is elevated from lower ground floor to first floor. 10 stories stack of containers is stacked from first floor to fifth floor.
The reinforcement in the pad foundation adds tensile strength allowing the loads to be distributed over a larger area. As the load is distributed over a larger area the load per unit area is reduced
Load from column distributed across the full area of the foundation
Reinforcement runs in both directions
Base plate
Now, the site is a car park which surrounded by the Taylor’s University Lakeside Campus building after the land reclamation.
Pad foundations are often rectangular or square and are placed to receive point loads at a central position
By excavating deeper into the ground and filling with concrete the loads of the building can be transferred to lower strata.
Where the surface soil and strata is week it may be possible to excavate deeper to good loadbearing strata.
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.4 COLUMN CONNECTION TO PAD FOUNDATION PAD FOUNDATION EXCAVATION
i)
Soil been excavated neatly for pad foundation.
1. 2. 3. 4. 5. 6.
STEEL COLUMN CONNECTION TO PAD FOUNDATION
ii) Pad foundation excavation. The holding down bolt box will be positioned when the concrete is poured.
i)
Pad foundation, with holding -down bolts for column.
Steel column Concrete base (e.g. pad, strip, pile cap or raft) Thick base plate Bolts set in pockets Normally two plates or angles Grout
Schematic arrangement
ii) Base of column fastened to the pad foundation by holding down bolts. Wedges hold the column in position until the bolts and column base is grouted. Expanding grout will be poured under and around the base plate filling all the voids and making sure the column and pad foundation make proper contact with each other.
1. 2. 3.
4. 5.
Anchoring the steel base to the concrete foundation
Compression of column Bearing Lateral restraint (frictional resistance and possible shear of bolts) Bending moment Pull-out concrete reaction against plate
Load Path Diagram
iii) ) Steel wedge holds the steel column in the correct position.
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.5 BEAM & COLUMN STRUCTURE BEAM & COLUMN STRUCTURE
FIN PLATE CONNECTION Fin plate connections are economical to fabricate and simple to erect. These connections are popular, as they can be the quickest connections to erect and overcome the problem of shared bolts in two-sided connections. A fin plate connection consists of a length of plate welded in the workshop to the supporting member, to which the supported beam web is bolted on site, as shown in the figure below. There is a small clearance between the end of the supported beam and the supporting column.
Additional supports are added to enhance the structural ability and supporting system of the building. Recycled steel column and beam are been used to support the elevated container from lower ground floor to fifth floor. Fin plate beam to column and beam to beam connections Column
ADVANTAGES
Types
Size (mm)
Weight (kg)
C1
356 X 406
235
C2
203 x 203
46
Beam Types
Size (mm)
Weight (kg)
B1
305 X 165
46
B2
203 X 133
25
-
Light material
-
Lower construction cost
-
Strengths and resistance
-
Durability, sustainability, recyclability
-
Design Flexibility
-
All weather Construction
Standard fin plate connections details
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.6 JOINING OF SHIPPING CONTAINER SET AND SECURE CONTAINERS TO THE SITE
TYPICAL CONTAINER CONNECTION AT END-WALL PLAN DETAIL
Generally, when the shipping containers arrive on site, they are crane-lifted one by one onto the foundation, hooked into place and welded down to marry them completely to the foundation. The containers be fastened at the corners to hold fast, the bottom corner blocks are welded to steel plates imbedded in the concrete slab to secure the house to the foundation. As in figure below, it shows that all the corner blocks are welded to each other to secure the containers to themselves.
TYPICAL CONTAINER CONNECTION PLAN DETAIL
JOINING OF SHIPPING CONTAINER The container are joined sideways to create a larger space. Besides, the containers are also stacked up to create a double volume effect.
The container’s roof and container’s floor are removed. Both of the containers are joined together to create a larger space to create a double volume effect.
As in our design proposal, the building is elevated and containers is laid on the floor beam. Therefore, the containers are welded to steel plates imbedded on the floor beam. As in figure below, it shows that all the corner blocks are welded to the floor beam and also all the corner blocks are welded to each other to secure the containers to themselves. TYPICAL CONTAINER TERMINATION PLAN DETAIL Twistlock is used as interlocking system to allow easy of disassemble of structure. Twistlock is connected to each of the 4 corner casting of the container before stacking to ensure the containers are securely held together.
3.2 CIVIL & STRUCTURAL ENGINEERING
3.2.7 WINDOW & DOOR SYSTEM , CONTAINER INSULATION SYSTEM WINDOW AND DOOR SYSTEM
Though the fundamentals of building heating and cooling are unchanging, new products and evolving best practices allow insulation to play an increasingly important role in whole-house system design.
INSULATION SYSTEM
Windows are set into openings that were measured and cut prior to delivery of the shipping containers or roughed out on site. All openings for windows and doors should be framed with a steels section to prevent the structural fail. The steps are : 1. Cut out the preferable size on the wall panel of container. 2. Add in the supporting frame on the removal openings as reinforcement. 3. Place the window or door frames onto the supporting frame. 4. Sealing of the opening sides are required to prevent further leaking issues.
Insulation represents an inherently green building material because it is designed to save energy. Still, while any insulation is better than none. Here is a sampling of the major types of insulation, their properties, and their sustainability beyond simply saving energy. A comprehensive insulation strategy takes into consideration the products’ efficiency, cost, application techniques, and environmental impact. One also needs to factor in comfort and durability.
Pre-fabricated windows and doors from the supplier are installed and sealed with silicon adhesive.
TYPICAL EXTERIOR CONTAINER WALL
TYPICAL INTERIOR CONTAINER WALL
TYPICAL ROOF SECTION DETAIL .
Insulate coating, is installed on both sides of the remaining container walls.
3.2 CIVIL & STRUCTURAL ENGINEERING
3.2.8 FLOOR, ROOF, STAIRCASE AND LOUVERS STRUCTURE FLOOR STRUCTURE
ROOF STRUCTURE
Concrete floor is proposed to be used along the corridor of the building.
Zinc roof is proposed in this building. Zinc roofing can last for years. It is known for its impressively long lifespan and less needs for replacement and repairs. In fact, properly installed roofs made of zinc can last for centuries. Besides, due to it has lightweight features, it is cheap shipping cost. The natural softness of zinc is possible to change its form. It is easy to alter its shape and curve for the purpose of building aesthetic.
Steel Floor Deck has a ribbed profile with embossments designed to interlock with concrete slabs, creating a reinforced concrete slab that serves the dual purpose of permanent form and positive reinforcement. Figure below explaining how concrete and steel work together as a unit when concrete is laid on top of steel beam as a slab to be a floor
STEEL STAIRCASE STRUCTURE
Steel deck with concrete finish on steel beam
Steel staircase is easy to set up in the building as it is pre-manufactured. Pre manufactured steel staircase could save up the time and lower down the construction cost on site.
LOUVERS STRUCTURE Steel louvers is welded on the exterior container wall to cover the air compressor. Beam and girder with shear connectors for composite action with concrete slab.
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.9 STRUCTURAL PLAN
STEEL STAIRCASE 10 FT CONTAINER 40 FT CONTAINER CONCRETE SLAB .
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.9 STRUCTURAL PLAN
STEEL STAIRCASE 10 FT CONTAINER 40 FT CONTAINER CONCRETE SLAB .
999
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.9 STRUCTURAL PLAN
STEEL STAIRCASE 10 FT CONTAINER 40 FT CONTAINER CONCRETE SLAB .
999
3.2 CIVIL & STRUCTURAL ENGINEERING 3.2.9 STRUCTURAL PLAN
ZINC ROOF
.
999
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM FIRST FLOOR PLAN
LEGEND
LED BASE LIGHT
SCALE 1:100
LED BURIED LIGHT LED DOWNLIGHT 2 POLE POWER SOCKET LED BASE LIGHT 45.9 W, 6640lm 144.7 lm/W
1-GANG SWITCH
2-GANG SWITCH 3-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM SECOND FLOOR PLAN
LEGEND
LED BASE LIGHT
SCALE 1:100
LED BURIED LIGHT LED DOWNLIGHT 2 POLE POWER SOCKET 1-GANG SWITCH
2-GANG SWITCH 2 POLE POWER SOCKET
3-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM THIRD FLOOR PLAN
LEGEND
LED BASE LIGHT
SCALE 1:100
LED BURIED LIGHT LED DOWNLIGHT 2 POLE POWER SOCKET 1-GANG SWITCH
2-GANG SWITCH 1-GANG, 2-GANG, 3-GANG SWITCH
3-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM FORTH FLOOR PLAN
LEGEND
LED BASE LIGHT
SCALE 1:100
LED BURIED LIGHT LED DOWNLIGHT 2 POLE POWER SOCKET LED DOWNLIGHT 7W, 110lm 15.7lm/W
1-GANG SWITCH
2-GANG SWITCH 3-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM FIFTH FLOOR PLAN
LEGEND
LED BASE LIGHT
SCALE 1:100
LED BURIED LIGHT LED DOWNLIGHT 2 POLE POWER SOCKET 1-GANG SWITCH
LED BURIED LIGHT 20W, 1046 lm 52.3lm/W
2-GANG SWITCH 3-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM 3.3.1.1 LIGHTING SYSTEM FIRST FLOOR PLAN (GENERAL FLOOR PLAN FOR CORRIDOR LIGHTING SYSTEM WITH HUMAN SENSOR)
LEGEND
LED BASE LIGHT
SCALE 1:100
HUMAN SENSOR
HUMAN SENSOR
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM
3.3.1.2 AIR CONDITIONING AND FAN SYSTEM FIRST FLOOR PLAN
LEGEND SPLIT UNIT AIR CONDITIONER SCALE 1:100
COMPRESSOR EXHAUSTED FAN 1-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM
3.3.1.2 AIR CONDITIONING AND FAN SYSTEM SECOND FLOOR PLAN
LEGEND SPLIT UNIT AIR CONDITIONER COMPRESSOR
SCALE 1:100
EXHAUSTED FAN 1-GANG SWITCH
FANTECH INTELLIGENT VENTILATION COMPACT 2000 EC SERIES – SQUARE PLATE AXIAL FANS CPEEC50 100
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM
3.3.1.2 AIR CONDITIONING AND FAN SYSTEM THIRD FLOOR PLAN
LEGEND SPLIT UNIT AIR CONDITIONER COMPRESSOR
SCALE 1:100
EXHAUSTED FAN 1-GANG SWITCH
SPLIT UNIT AIR CONDITIONER MIDEA MSK3-09CR 9000 Btu/h, 240V 808W, 3.6 A
COMPRESSOR
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM
3.3.1.2 AIR CONDITIONING AND FAN SYSTEM FORTH FLOOR PLAN
LEGEND SPLIT UNIT AIR CONDITIONER SCALE 1:100
COMPRESSOR EXHAUSTED FAN 1-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.1 ELECTRICAL SYSTEM
3.3.1.2 AIR CONDITIONING AND FAN SYSTEM FIFTH FLOOR PLAN
LEGEND SPLIT UNIT AIR CONDITIONER SCALE 1:100
COMPRESSOR EXHAUSTED FAN 1-GANG SWITCH
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.2 WATER SUPPLY SYSTEM
SECOND FLOOR PLAN
LEGEND
GATE VALVE STOP COCK
SCALE 1:100
TAP POINT FLOW OF WATER GATE VALVE
PVC PIPE METER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.2 WATER SUPPLY SYSTEM
THIRD FLOOR PLAN
LEGEND
GATE VALVE STOP COCK
SCALE 1:100
TAP POINT FLOW OF WATER PVC PIPE STOP COCK
METER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.2 WATER SUPPLY SYSTEM
FORTH FLOOR PLAN
LEGEND
GATE VALVE
STOP COCK
SCALE 1:100
TAP POINT FLOW OF WATER PVC PIPE
METER
PVC PIPE
METER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.2 WATER SUPPLY SYSTEM
SECTION SCHEMATIC DIAGRAM
LEGEND
GATE VALVE STOP COCK TAP POINT
FLOW OF WATER PVC PIPE METER
SCALE 1:200
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.3 SEWERAGE SYSTEM
FORTH FLOOR PLAN
LEGEND
VENT PIPE SCALE 1:100
SEWERAGE PIPE GREY WATER PIPE FLOOR TRAP WATER CLOSET
METER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.3 SEWERAGE SYSTEM
FORTH FLOOR PLAN
LEGEND
VENT PIPE SCALE 1:200
SEWERAGE PIPE GREY WATER PIPE FLOOR TRAP WATER CLOSET
METER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
FIRST FLOOR PLAN
SCALE 1:100
METAL WATER DOWNPIPE
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
SECOND FLOOR PLAN
SCALE 1:100
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
THIRD FLOOR PLAN
SCALE 1:100
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
FORTH FLOOR PLAN
SCALE 1:100
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
FIFTH FLOOR PLAN
SCALE 1:100
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.4 DRAINAGE SYSTEM
ROOF PLAN
SCALE 1:100
METAL WATER GUTTER
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.5 FIRE FIGHTING SYSTEM
FIRST FLOOR PLAN
LEGEND DRY POWDER FIRE EXTINGUISHER SCALE 1:100
FIRE ALARM
BREAK GLASS HOSE REEL WET RISER SMOKE DETECTOR EMERGENCY LIGHT DRY POWDER FIRE EXTINGUISHER
FIRE ALARM
WATER SPRINKLER
KELUAR SIGN
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.5 FIRE FIGHTING SYSTEM
SECOND FLOOR PLAN
LEGEND DRY POWDER FIRE EXTINGUISHER SCALE 1:100
FIRE ALARM
BREAK GLASS HOSE REEL WET RISER SMOKE DETECTOR EMERGENCY LIGHT WATER SPRINKLER BREAK GLASS
HOSE REEL
KELUAR SIGN
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.5 FIRE FIGHTING SYSTEM
THIRD FLOOR PLAN
LEGEND DRY POWDER FIRE EXTINGUISHER SCALE 1:100
FIRE ALARM
BREAK GLASS HOSE REEL WET RISER SMOKE DETECTOR EMERGENCY LIGHT
WET RISER
SMOKE DETECTOR
WATER SPRINKLER
KELUAR SIGN
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.5 FIRE FIGHTING SYSTEM
FORTH FLOOR PLAN
LEGEND DRY POWDER FIRE EXTINGUISHER SCALE 1:100
FIRE ALARM
BREAK GLASS HOSE REEL WET RISER SMOKE DETECTOR EMERGENCY LIGHT EMERGENCY LIGHT
WATER SPRINKLER
WATER SPRINKLER
KELUAR SIGN
3.3 MECHANICAL & ELECTRICAL ENGINEERING 3.3.5 FIRE FIGHTING SYSTEM
FIFTH FLOOR PLAN
LEGEND DRY POWDER FIRE EXTINGUISHER SCALE 1:100
FIRE ALARM
BREAK GLASS HOSE REEL WET RISER SMOKE DETECTOR EMERGENCY LIGHT KELUAR SIGN
WATER SPRINKLER
KELUAR SIGN
3.4 QUANTITY SURVEYOR 3.4.1 PROPERTY DETAILS
Taylor’s University Lakeside Architecture Container Studio Address : No 1, Jalan Taylor’s, 47500 Subang Jaya, Selangor Darul Ehsan, Malaysia. Location : at Car Park H Building Tenure : Leasehold (70 years) Land Status : Existing staff car park Total Land Area : 797.778m²(8587.12 sqft) Total Build Up Area : 341.7m²(3678.03 sqft) Gross Area : 1708.5m²(18390.14 sqft)
Land Area
Proposed land
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL CONTAINER OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.2 DESIGN BILL OF QUANTITIES : STUDIO
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.3 DESIGN NET PROFIT : STUDIO CONTAINER
ESTIMATED NET PROFIT = INCOME – BUSINESS OPERATION COST (EXPENSES) – DEVELOPMENT COST = RM 7,964,000 Hence, there will be RM 7,964,000 as net profit per annum by running the container studio.
3.4 QUANTITY SURVEYOR
3.4.4 STUDIO CONTAINER - GROSS DEVELOPMENT BREAKDOWN COST
Overall Project Cost exclusive Land Cost : RM 2,162452.85
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILL OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.5 DESIGN BILL OF QUANTITIES : COMMERCIAL BUILDING
3.4 QUANTITY SURVEYOR
3.4.1 DEVELOPMENT (BILLBUILDING OF QUANTITIES – CONSTRUCTION BREAKDOWN COST) 3.4.6 DESIGN NET PROFIT : COMMERCIAL
ESTIMATED NET PROFIT = INCOME – BUSINESS OPERATION COST (EXPENSES) – DEVELOPMENT COST = RM 7,516,000 Hence, there will be RM 7,516,000 as net profit per annum by running the commercial building.
3.4 QUANTITY SURVEYOR
3.4.7 COMMERCIAL BUILDING - GROSS DEVELOPMENT BREAKDOWN COST
Overall Project Cost exclusive Land Cost : RM 2,162452.85
3.4 QUANTITY SURVEYOR
3.4.8 COST AND VIABILITY COMPARISION BETWEEN STUDIO CONTAINER & COMMERCIAL BUILDING
RUNNING COST DIFFERENCE :
RM 3,651,926.96 (35%) Studio Container :
Commercial Building :
Overall Running Cost exclusive Consultants Fess :
Overall Running Cost exclusive Consultants Fess :
RM 1,983,901.68
RM 5,635,828.64
ESTIMATED NET PROFIT :
ESTIMATED NET PROFIT :
RM 7,964,000
RM 7,516,000
RECYCLED MATERIALS USED :
RECYCLED MATERIALS USED :
61%
6.3%
Therefore, the running cost of studio container is 35% LOWER than the running cost of commercial building.
3.5 INTERIOR DESIGNING 3.5.1 CONCEPT
VIBRANT CREATIVITY ENERGETIC LIVELY
•
Red is energizing. It excites the emotions and motivates us to take action. It signifies a pioneering spirit and leadership qualities, promoting ambition and determination.
•
Yellow is creative from a mental aspect, the color of new ideas, helping us to find new ways of doing things.
•
Green is an emotionally positive color. And green is perceived as calming and reassuring.
•
Blue is the color that seeks peace and tranquility above everything else, promoting both physical and mental relaxation . It reduces stress, creating a sense of calmness and relaxation
•
Purple is the color relates to the imagination and spirituality. It stimulates the imagination and inspires high ideals.
3.5 INTERIOR DESIGNING
3.5.2 FURNITURE LAYOUT AND SELECTION OF FLOOR FINISHES TYPE OF FLOOR FINISHES WOOD TEXTURE VINYL FLOORING Fire retardant Easy to clean Oil resistant Affordable Durable
Lower ground floor plan
WOOD DECKING
STTEEL STAIRCASE FLOORING
Low maintenance Fire resistant Durable
Low maintenance Weather proof Aesthetic wise Safety
First floor plan
CONCRETE FLOORING Low maintenance Fire resistant Affordable Durable
Second floor plan
3.5 INTERIOR DESIGNING
3.5.2 FURNITURE LAYOUT AND SELECTION OF FLOOR FINISHES TYPE OF FLOOR FINISHES WOOD TEXTURE VINYL FLOORING
CERAMIC TILES FLOORING
Fire retardant Easy to clean Oil resistant Affordable Durable
Third floor plan
Durable Easy to clean
CARPET Provide safety Absorb sound Smooth comfortable
STTEEL STAIRCASE FLOORING
WOOD DECKING
CONCRETE FLOORING
Low maintenance Fire resistant Durable
Low maintenance Weather proof Aesthetic wise Safety
Low maintenance Fire resistant Affordable Durable
Fourth floor plan
Fifth floor plan
3.5 INTERIOR DESIGNING
3.5.3 FURNITURE LAYOUT AND SELECTION BIG STUDIO LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
WOOD TEXTURE VINYL FLOORING RM8/sqf
SLIDING DOOR RM495.00 1600x2225mm Aluminum Frame w/ Double Panel 12mm THK. Tempered Glass Sliding Door w/ installation of door lock
PINBOARD RM109/PER BOARD
BIG GLASS WINDOW RM456.15 9385x2315mm Powder Coated Alum. Frame Fix Glass Panel w/ 12mm Tempered Glass on 40ft Recycled Container w/ installation
WORKING TABLE RM 499
ADJUSTABLE CHAIR RM 359
DULUX EMULSION FINISHES RM6.00
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 144.7lm
LOCKER STORAGE RM499
3.5 INTERIOR DESIGNING
3.5.3 FURNITURE LAYOUT AND SELECTION TOILET LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
Ceramic Floor Tiles RM3.00/sqf
SINGLE LEAF CONTAINER DOOR RM299.00 1000x1970mm Single Leaf Container Door w/ 730x900mm Alum. Frame Fixed Glass Window Framing together w/ door lock set
FLOOR DRAIN RM28.00 LAZADA Stainless Steel Floor Drain Strainer Cover
BASIN AND WATER TAP RM102.00 Johnson Suite WB AARS200 Rosslare 560 Wall Hung Basin Set 430x560x230mm
SMALL GLASS WINDOW RM46.80 1500x1040mm Powder Coated Alum. Frame Fix Glass Panel w/ 12mm Tempered Glass
Compact Laminated Toilet Partition Wall and Door RM150.00 Hand Bidet w/ Hose RM 71.50 Aimer Brass Angle Valve & Spray Bidet Set
WATER CLOSET RM448.00 Johnson Suite WB SELT221WW Lotun Couple Close Water Closet 650x365x785mm
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 50/60Hz w/ CCT 6500K w/ 40000hr (L85) w/ 6640lm of 144.7lm/W
TOILET PAPER HOLDER RM29.90 LAZADA Quality Stainless Steel Toilet Paper Holder Toilet Box 130x130x130mm
3.5 INTERIOR DESIGNING
3.5.3 FURNITURE LAYOUT AND SELECTION SMALL STUDIO LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
WOOD TEXTURE VINYL FLOORING RM8/sqf
WOOD TEXTURE VINYL FLOORING RM8/sqf
SMALL GLASS WINDOW RM46.80 1500x1040mm Powder Coated Alum. Frame Fix Glass Panel w/ 12mm Tempered Glass
SMALL GLASS WINDOW RM46.80 1500x1040mm Powder Coated Alum. Frame Fix Glass Panel w/ 12mm Tempered Glass
SINGLE LEAF CONTAINER DOOR RM299.00 1000x1970mm Single Leaf Container Door w/ 730x900mm Alum. Frame Fixed Glass Window Framing together w/ door lock set
SINGLE LEAF CONTAINER DOOR RM299.00 1000x1970mm Single Leaf Container Door w/ 730x900mm Alum. Frame Fixed Glass Window Framing together w/ door lock set
ADJUSTABLE CHAIR RM 359
DULUX EMULSION FINISHES RM6.00
STORAGE LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
WORKING TABLE RM 499
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 144.7lm
COLOURFUL PLASTIC SHELVES WITH TIMBER FRAME RM209.00
DULUX EMULSION FINISHES RM6.00
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 144.7lm
3.5 INTERIOR DESIGNING
3.5.3 FURNITURE LAYOUT AND SELECTION ROOF GARDEN LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
PANTRY LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
WOOD DECKING RM12/sqf
WOOD DECKING RM12/sqf
PALLET TABLE RM55 VENDING MACHINE RM550
PALLET PLANTER BOX RM80.00
BASIN AND WATER TAP RM102.00 Johnson Suite Wall Hung Basin Set 430x560x230mm
Basin PALLET CHAIR RM 80.00 PALLET SITTING (SET) RM600
BASE LIGHT RM 80 Panasonic LED Base Light w/ 45.9W 144.7lm
PALLET SITTING ( SET) RM600
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 144.7lm
DULUX EMULSION FINISHES RM6.00
3.5 INTERIOR DESIGNING
3.5.3 FURNITURE LAYOUT AND SELECTION SLEEPING POD LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
GALLERY LAYOUT WITH SELECTION OF FURNITURE AND FINISHES
CARPET RM15.00/sqf
CARPET RM15.00/sqf
SLIDING DOOR RM495.00 1600x2225mm Aluminum Frame w/ Double Panel 12mm THK. Tempered Glass Sliding Door w/ installation of door lock
SINGLE LEAF CONTAINER DOOR RM299.00 1000x1970mm Single Leaf Container Door w/ 730x900mm Alum. Frame Fixed Glass Window Framing together w/ door lock set
SMALL GLASS WINDOW RM46.80 1500x1040mm Powder Coated Alum. Frame Fix Glass Panel w/ 12mm Tempered Glass
DULUX EMULSION FINISHES RM6.00
DULUX EMULSION FINISHES RM6.00
BUNK BED FRAME WITH MATTRESS RM599.00 LED DOWN LIGHT RM20.80 PanasTonice LED Down Light w/ 5.7lm
SHOWCASE SHELF RM159.00
PANASONIC LED BASE LIGHT RM30.00 45.9W AC100-242V w/ 144.7lm
PHILIP LED TRACK LIGHT RM20.00 Non-replaceable LED module w/ 20W w/ 1200lm
3.5 INTERIOR DESIGNING 3.5.4 INTERIOR RENDERINGS
SMALL STUDIO SENSE OF WARMNESS
BIG STUDIO SENSE OF ENERGY
3.5 INTERIOR DESIGNING 3.5.4 INTERIOR RENDERINGS
GALLERY SENSE OF CALMNESS
ROOF GARDEN SENSE OF SOOTHING
3.5 INTERIOR DESIGNING 3.5.4 INTERIOR RENDERINGS
SLEEPING POD SENSE OF CALMNESS
PANTRY SENSE OF RELAXATION
3.6 ENERGY MANAGEMENT
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT SURVEY OF ISSUES AT SITE CONTEXT Objectives of Site Context Survey: Site context survey was conducted prior conceptual design:
1. To investigate the existing environmental factors that affect the energy consumption of the proposed building. 2. To research the best position and orientation for the proposed building in order to achieve good design as overall. 3. To understand the needs of the targeted users. 4. As evidence for design proposal.
STRATEGIES/METHODS 1. Sun and shadow – obtain simulation results from environmental analysis tools 2. Conduct interviews 3. Observation
3.6 ENERGY MANAGEMENT
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT ISSUES AT SITE CONTEXT
Architecture students spend long hours at studio
1. Survey 1: Architecture students (Semester 6) are spending hours at studio for group project or individual project. A survey research was carried out to investigate the amount of time spent by semester six students at studio per week. Questionnaires target 20 pax of Architecture semester 6 students. Data collected as shown in table below.
No of students
Total hours per week (Maximum)
Total student no X total hours (Maximum)
1
25
25
1
84
84
3
120
360
6
144
864
9
168
1512
Grand total:
Energy consumption (operational energy) FACTORS:
Electricity for laptops and other appliances
Electricity for HVAC system Electricity for Lighting appliances
2845
Energy Saving Active Design Integration – Lighting Proposal 1. Proposal of green labelled lighting appliances, for example: energy saving lighting appliances with Energy Star® (EE)
2. Proposal of motion sensors lighting appliance for corridors (EE) Energy Saving Active Design Integration – Thermal Comfort Level Proposal 1. Proposal of low cost and low operational energy unit air – conditional product. (EE)
Passive Design Integration – Lighting Proposal 1. Proposal of large openings to allow penetration of natural light during the day Passive Design Integration – Thermal Comfort Level Proposal
1. Proposal of high thermal insulation material 2. Proposal of controllable natural ventilation 3. Proposal of sun shading device
3.6 ENERGY MANAGEMENT
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT ISSUES AT SITE CONTEXT 2. Survey 2: No proper waste material recycle or storage system for Architecture Student
Active Design Integration Proposal – Storage System and Waste Management 1. Proposal of waste management system – proper categorized waste material 2. Proposal of Storage System
3.6 ENERGY MANAGEMENT
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT ISSUES AT SITE CONTEXT 3. SITE ANALYSIS – ECOTECH SIMULATION FOR SUNPATH DIAGRAM, THERMAL ENERGY MAPPING Sun Path Diagram
3.6 ENERGY MANAGEMENT
3.6.1 SURVEY OF ISSUES AT SITE CONTEXT ISSUES AT SITE CONTEXT 4. SITE ANALYSIS – ECOTECT SIMULATION FOR WINDROSE
3.6 ENERGY MANAGEMENT
3.6.2 TARGET GREEN BUILDING INDEX (GBI) GREEN BUILDING INDEX (GBI) (NON-RESIDENTIAL) Green Building Purpose and Principals 1. Green buildings are designed to save energy and resources, recycle materials and minimize the emission of toxic substances throughout its lift cycle. 2. Green buildings harmonies with the local climate. Traditions, culture and the surrounding environment. 3. Green buildings are able to sustain and improve the quality of human life whilst maintaining the capacity of the ecosystem at local and global labels 4. Green buildings make efficient use of resources, have significant operational savings and increases workplace productivity. 5. Building green sends the right message about a company or organization – that it is well run, responsible, and committed to the future.
TARGET – TO CERTIFIED LEVEL
BUILDINGS WILL BE AWARDED THE GBI RATING BASED ON 6 KEY CRITERIA: 1. Energy Efficiency (EE)
2. Indoor Environmental Quality (EQ) 3. Sustainable Site Planning and Management (SM)
4. Material and Resources (MR) 5. Water Efficiency (WE) 6. Innovation (IN)
The GBI initiative aims to assist the building industry in its march towards sustainable development. The GBI environmental rating system is created to: • Define green buildings by establishing a common language and standard of measurement; • Promote integrated, whole-building design; • Recognize and reward environmental leadership; • Transform the built environment to reduce it’s environmental impact; and • Ensure new buildings remain relevant in the future and existing buildings are refurbished and upgraded properly to remain relevant.
3.6 ENERGY MANAGEMENT
3.6.3 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 – ENERGY EFFICIENCY (EE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 - ENERGY EFFICIENCY (EE); 1. EE2 – LIGHTING ZONING Provide flexible lighting controls to optimize energy savings: By,
All individual or enclosed spaces to be individually switched; and the size of individually switched lighting zones shall not exceed 100m²for 90% of the NLA; with switching clearly labelled and easily accessible by building occupants. (+1 Point) Provide motion sensors or equivalent to complement lighting zoning for at least 25% NLA. (+1 Point)
STRATEGIES
CALCULATION
CALCULATION
1. Gross Floor Area/floor: 309.33 m² 2. Floor Area for Corridor: 119.18 m²
1. Size of small studio: 7.18 m² 2. Size of large studio: 59.48 m²
119.18/309.33 X 100% = 38.53%
All the enclosed spaces which are individually switched are ≤ 100 m ² for 90% of NLA.
≥ 25% All floors has same floor area and corridor area, Hence, Percentage of Lighting zone for motion sensor comply to EE2 requirement.
Hence, The designed area comply to EE2.
3.6 ENERGY MANAGEMENT
3.6.3 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 – ENERGY EFFICIENCY (EE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 - ENERGY EFFICIENCY (EE); 2. EE3 – ELECTRICAL SUB-METERING AND TENANT SUB-METERING Monitor energy consumption of key building services as well as all tenancy areas: Provide sub-metering for all energy uses of ≥ 100kWA; with separate sub-metering for lighting and separately for power at each floor or tenancy, whichever is smaller. (+1 Point)
BENEFITS OF SUB METERING 1. Identification of unnecessary equipment running at night, off shift, or during the weekend; 2. Ability to get information back to operators and facility managers the same day and to provide operators with feedback the next day about implemented changes; 3. Comparison and benchmarking of usage across similar facilities (stores, warehouses, or buildings) and over time; 4. Detection of utility bill errors by comparing sub meter usage with the actual utility bill; and 5. Better management of electricity usage when a facility faces demand limited or peak usage pricing from the utility 3. EE5 – ADVANCED EE PERFORMANCE Exceed Energy Efficiency (EE) performance better than the baseline minimum to reduce energy consumption in the building. Achieve Building Energy Intensity (BEI) ≤ 150kWh/m²yr as defined under GBI reference (using BEIT Software or other GBI approved software(s)), OR (+2 Points) BEI ≤ 140, (+1 Point) 4. EE6 – ENHANCED COMMISSIONING OF BUILDING ENERGY SYSTEMS Ensure building’s energy related systems are designed and installed to achieve proper commissioning so as to realize their full potential and intent. Appoint an independent GBI recognized Commissioning and Specialist (CxS) at the onset of the design process to verify that comprehensive pre-commissioning and commissioning is performed for all the building’s energy related systems in accordance with ASHRAE Commissioning Guideline or other GBI approved equivalent standard/s by: 1. Conducting at least one commissioning design review during the detail design stage and back-check the review comments during the tender documentation stage. 2. Verifying the installation and performance of the systems to be commissioned. 3. Reviewing contractor submittals applicable to systems being commissioned for compliance. (+3 Points)
3.6 ENERGY MANAGEMENT
3.6.3 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 – ENERGY EFFICIENCY (EE) EE3 : SUB-METER PRODUCTS
3.6 ENERGY MANAGEMENT
3.6.3 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 – ENERGY EFFICIENCY (EE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 - ENERGY EFFICIENCY (EE); 5. EE7 – POST OCCUPANCY COMMISSIONING Carry out post occupancy commissioning for all tenancy areas after fit-out changer are completed: 1. Design engineer shall review all tenancy fit-out plans to ensure original design intent is not compromised and upon completion of the fit-out works, verify and fine-tune the installations to suit. (+1 Point) 2. Within 12 months of practical completion (or earlier if there is at least 50% occupancy), the CxS shall carry out a full post/re-commissioning of the building’s energy related systems to verify that their performance is sustained in conjunction with the completed tenancy fit-outs. (+1 Point)
6. EE8 – EE VERIFICATION Verify predicted energy use of key building services: By, 1. Use Energy Management System to monitor and analyses energy consumption including reading of sub-meters. (+1 Point)
And 2. Fully commission EMS including Maximum Demand Limiting program within 12 months of practical completion (or earlier if there is at least 50% occupancy). (+1 Point)
7. EE9 – SUSTAINABLE MAINTENANCE Ensure the building’s energy related systems will continue to perform as intended beyond the 12 months Defects & Liability Period: By, 1. At least 50% of permanent building maintenance team to be on-board one (1) to three (3) months before practical completion and to fully participate (to be specified in contract conditions) in the Testing & Commissioning of all building energy services. (+1 Point)
3.6 ENERGY MANAGEMENT
3.6.3 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 – ENERGY EFFICIENCY (EE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 1 - ENERGY EFFICIENCY (EE); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 1 – Energy Efficiency (EE) breakdown
Criteria
Points
EE2 – Lighting Zoning
2
EE3 – Electrical Sub-metering and Tenant Sub-metering
1
EE5 – Advanced EE Performance
3
EE6 – Enhanced Commissioning Of Building Energy Systems
3
EE7 – Post Occupancy Commissioning
2
EE8 – EE Verification
2
EE9 – Sustainable Maintenance
3 Sub-total:
16
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 8. EQ1 – MINIMUM IAQ PERFORMANCE Establish minimum indoor air quality (IAQ) performance to enhance indoor air quality in building, this contributing to the comfort and well-being of the occupants: Meet the minimum requirements of ventilation rate in ASHARE 62.1:2007 or the local building code whichever is the more stringent. (+1 Point)
Calculation - Area of Space (m²)
Space/ Floor Area
First Floor (m²)
Second Floor (m²)
Third Floor (m²)
Forth Floor (m²)
Fifth Floor (m²)
Total (m²)
Small Studio
57.46
57.46
43.93
29.11
21.75
209.71
Big Studio
118.50
118.50
118.50
118.50
59.61
533.61
Male Sleeping Pod
14.59
14.59
Female Sleeping Pod
14.59
14.59
Corridor
119.18
119.18
119.18
119.18
119.18
14.57
Toilet 72.96
595.90 14.57
14.61
87.57
Gallery
36.60
36.60
Roof Garden
59.43
59.43
Storage
Pantry/Meeting Point
14.82
14.82
22.02
51.66
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ)
Minimum Indoor Air Quality Performance Calculator LEED version: v4
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 9. EQ2 – ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL Minimize exposure of building occupants, indoor surfaces, and ventilation air distribution systems to Environmental Tobacco Smoke (ETS): Prohibit smoking in the building, AND Locate any exterior designated smoking area at least 10m away from entries, outdoor air intakes and operable windows. (+1 Point)
Strategies
Assigned non-smoking area
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 10. EQ4 – INDOOR AIR POLLUTANTS Reduce detrimental impact on occupant health from finishes that emit internal air pollutants: 1. Use low VOC paint and coating throughout the building. Paints and Coatings to comply with requirements specified in international labelling schemes recognized by GBI, AND Use low VOC carpet or flooring throughout the building. Carpets to comply with requirements specified in international labelling schemes recognized by GBI. Other types of flooring to comply with requirements under FloorScore developed by Science Certification System or equivalent, AND Use low VOC adhesive and sealant or no adhesive or sealant used. (+1 Point) 2. Use products with no added urea formaldehyde. These include a. Composite wood and agrifiber products defined as: particleboard, medium density fiberboard (MDF), plywood, wheat board, strawboard, panel substrates and door cores, AND b. Laminating adhesive used to fabricate on-site and shop-applied composite wood and agrifiber assemblies, AND c. Insulation foam, AND d. Draperies
(+1 Point)
Strategies – Use Low VOC material 1. ROCKWOOL insulation Material - ROCKWOOL insulation contains no air pollutants. . TÜV SÜD PSB testing services conducted chemical emission test for Formaldehyde Emission Rate on ROCKWOOL products. The emission test can meet / or is significantly below the maximum concentration criteria of IAQ pollutants set out by SGBC (Singapore Green Building Council) requirement. By minimizing the indoor air quality pollutant potential, the comfort and well-being of the construction workers and building occupants are enhanced.
2. Dulux Paint Low VOC series
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 11. EQ6 – THERMAL COMFORT: DESIGN AND CONTROLLABILITY OF SYSTEMS Provide a high level of thermal comfort system control by individual occupants or by specific groups in multi-occupant spaces to promote the productivity, comfort and well-being of building occupants:
Design to ASHRAE 55 in conjunction with the relevant localized parameters as listed in MS1525:2007 (+1 Point) Provide individual comfort controls for ≥ 50% of the building occupants to enable adjustment to suit individual task needs and preferences. AND Provide comfort system controls for all shared multi-occupant spaces to enable adjustments to suit group needs and preferences. Conditions for thermal comfort include the primary factors of air temperature, radiant temperature, air speed and humidity. Comfort system control for this purpose is defined as the provision of control over at least one of these primary factors in the occupants’ local environment. (+1 Point)
Strategies 1: Application of Insulation Material – Rockwool Fire safe Insulation Material Issue: Thermal Simulation Inside Container Studio without thermal insulation material -
High thermal result due to the material of the container : metal
-
Metal is the major building material for the design proposal
-
Metal is good thermal conductor
-
Without thermal insulation, the thermal condition within the container will be high
-
Thermal comfort for users will be affected
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) Product Application: ROCKWOOL GBI ranking for Non-residential New Construction (NRNC) for Rockwool Fire Safe Insulation Material Report Analysis
PART 1 – ENERGY EFFICIENCY (EE) 1. EE1 Minimum EE Performance
ROCKWOOL Contribution: ROCKWOOL insulation provides excellent thermal resistance that contributes low U-value and plays significant role in reducing heat transmittance through building envelope. Hence, it can contribute to energy saving by having better energy efficiency through consistent thermal performance. 2. EE5 Advanced EE Performance
ROCKWOOL Contribution: ROCKWOOL insulation provides excellent thermal resistance with a low U-Value and can play a significant role in reducing heat transmittance through building envelope. Hence, by having lower OTTV and/or RTTV, a lower BEI can be achieved, which represent reduced energy consumption in the building. PART 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) 3. EQ4 Indoor Air Pollutants
ROCKWOOL Contribution: ROCKWOOL insulation contains no air pollutants. . TÜV SÜD PSB testing services conducted chemical emission test for Formaldehyde Emission Rate on ROCKWOOL products. The emission test can meet / or is significantly below the maximum concentration criteria of IAQ pollutants set out by SGBC (Singapore Green Building Council) requirement. By minimizing the indoor air quality pollutant potential, the comfort and wellbeing of the construction workers and building occupants are enhanced. 4. EQ13 Internal Noise Levels
ROCKWOOL Contribution: ROCKWOOL insulation can provide a very high level of sound absorption and reduces noise vibrations, Contribution helps to protect against noise and vibrations and to improve the indoor acoustic comfort.
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) GBI ranking for Non-residential New Construction (NRNC) for Rockwool Fire Safe Insulation Material Report Analysis PART 4 – MATERIALS & RESOURCES (MR) 5. MR1 Reused and Reduced Materials ROCKWOOL Contribution: ROCKWOOL products are dimensionally stable and sag resistant and when removed undamaged, may be reused and recycled for other projects, enhancing performances and reducing construction waste. ROCKWOOL recommends using skips or bins in construction site for disposing usable insulation so that it can be reused or recycled within the construction site. 6. MR2 Recycled Content Materials ROCKWOOL Contribution: ROCKWOOL products contains up to 20% pre-consumer recycled materials. This not only reduces the impact that results from the extraction and processing of raw materials, but also reduce the volume of solid waste that is produced as by-product of our built environment. For detailed percentage of recycled content, please consult your local sales representative. 5. MR3 Regional Materials ROCKWOOL Contribution: ROCKWOOL has two strategically located factories in Malaysia – one in Selangor and one in Melaka. The two factories are near highly populated areas and in close proximity to major transportation routes and may be within 500km of the project site. For the eligible points, site distance would have to be calculated based on projects.
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 11. EQ6 – THERMAL COMFORT: DESIGN AND CONTROLLABILITY OF SYSTEMS
Strategies 2: Passive Design – Cross Ventilation and openings
Issue
Solution
High thermal energy Simulation shows concentration of heat energy along the corridor
By introducing large openings at both ends, wind can carry away heat energy
PASSIVE DESIGN Natural Ventilation - Cross Ventilation
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 12. EQ8 – DAYLIGHTING Provide good levels of daylighting for building occupants: Demonstrate that ≥ 50% of the NLA has a daylight factor in the range of 1.0-3.5% as measured at the working plan, 800mm from floor level. (+2 Point)
Openings for Daylighting Large openings are designed to allow penetration of natural light
Proposed Container Studio Elevation
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) Simulation – Absence and Presence of Daylight Exposure Comparison
Simulation – Energy Map without Daylight Exposure Across Interior Map 1 – Fifth Floor Daylight Simulation
Simulation – Energy Map with Daylight Exposure Across Interior Map 2 – Fifth Floor Daylight Simulation
Zones with blue color rendered indicate no daylight; rendered color towards yellow indicates the increase in daylight exposure
-
When there is no opening towards external environment, no sunlight enter the container internal space
-
Above model is simulated with application of sun shading device
-
Daylight distribution is more balance on Map 2
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 12. EQ8 – DAYLIGHTING
Simulation – Daylight Exposure, Interior Ambience Simulation for Small Studio Space - without insulation material
Realistic Rendering of Small Studio Space Ambience - without insulation material
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) Simulation – Absence and Presence of Sun Shading Device Comparison
Simulation – Daylight Map With Sun Shading Device Map 1 – Fifth Floor Daylight Simulation
Simulation – Daylight Map without Sun Shading Device Map 2 – Fifth Floor Daylight Simulation
Zones with blue color rendered indicate no daylight; rendered color towards yellow indicates the increase in daylight exposure -
When there is no opening towards external environment, no sunlight enter the container internal space
-
Both models with openings allow penetration of sun light into interior space
-
Thermal Energy on Map 2 is higher than Map 1 due to higher exposure of sunlight across the plane
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 13. EQ9 – DAYLIGHT GLARE CONTROL Reduce discomfort of glare from natural light. Where blinds or screens are fitted on all glazing and atrium as a base building, incorporate provisions to meet the following criteria: 1) Eliminate glare from all direct sun penetration and keep horizontal workspace lux level below 2,000. 2) Eliminate glare from diffuse sky radiation for occupant workspace at viewing angles of 15 degrees to 60 degrees from the horizontal at eye level (typically 1.2m from floor level) 3) Control with an automatic monitoring system (for atrium and windows with incident direct sun light only not applicable for fixed blinds/screens); AND 4) Equip with a manual override function accessible by occupants (not applicable for fixed blinds/screens) (+1 Point)
Strategies 1 – Application of Sun Shading Device
SOUTH, EAST AND WEST FACING FAÇADES
Simulation of fifth floor Daylight Exposure With Sun Shading Device Perspective
For a predominately South facing façade, a small amount of solar shading can be achieved using a fixed horizontal brises solei sunshade. In winter such a device, however, cannot stop direct rays from the sun penetrating the building’s windows since the sun is much lower. While passive solar heating at times is beneficial, some might be surprised to learn that the cooling loads on many southern-facing zones peak in the late fall/early winter due to the solar radiation. With a predominately East or West facing façade, a fixed system will not perform well throughout the day as the altitude of the sun varies throughout the day. Effective solar shading on the South, East and West façades can be achieved only by using an operable shading louver system on the building’s façade. The angle of the louvers is adjusted throughout the day to provide optimal shading.
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 13. EQ9 – DAYLIGHT GLARE CONTROL
Strategies 1 – Application of Sun Shading Device – Space Products Sdn Bhd The default MS1525 (2007), definition of horizontal shading device is used in this project. In addition, it was also noted that it is often to find horizontal projections are not placed immediate above the window, but at a distance offset from the top of the window SHGC from the use of horizontal external shade for different facade orientations is relatively small. This could be due to the significantly higher diffuse solar radiation (as compared to the direct solar radiation) of the Test Reference Year Malaysian weather data Reference: http://bseep.weebly.com/
Space - Series 7
Space - Series XXs
Space - Series Z
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 13. EQ9 – DAYLIGHT GLARE CONTROL
Strategies 2 – Use of Tinted Glass
Above information retrieved from SolarGard Saint-Gobain Brochure
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ)
Above information retrieved from SolarGard Saint-Gobain Brochure
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ)
The Beach House tent of The Tent Company based on TenCate Campshield™
Product: TenCate Campshield® meets following standards: • • • • •
BS 7837: 1996 DIN 4102 part 1 – 1998 – Class B2 M1 Classification NF P 92 – 503 (1995) CSE RF 1/75/A (1984) Comfort CPAI 84
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 14. EQ10 – ELECTRIC LIGHTING LEVELS Baseline building office lighting not to be over designed: Demonstrate that office lighting design maintains a luminance level of no more than specified in MS1525:2007 for 90% of NLA as measured at the working plane (800mm above the floor level) (+1 Point)
Natural and Artificial Light Simulation
300 – 500 lux
Small Studio Interior Rendering
Daylight
Night time 22:00 May 2016
300 – 500 lux
Big Studio Interior Rendering
Daylight
Night time 22:00 May 2016
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS Maintain internal noise levels at an appropriate level. Demonstrate that 90% of the NLA do not exceed the following ambient internal noise levels: Within the entire baseline building general office, space noise from the building services does not exceed 40dBAeq. OR Within the baseline building office space, the sound level does not exceed 45dBAeq for open plan and not exceed 40dBAeq for closed offices (+1 Point)
Small Studio – Without sound absorption implementation – Static Ray Simulation Result of poor noise control due to metal material.
Plan
Elevation
Perspective
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS
Small Studio – Without sound absorption implementation – Surface Incident Simulation
Plan
Perspective
Elevation
Analysis
STATISTICAL ACOUSTICS – small studio for acoustic rendering . Dxf Model: Volume: 36.720 m3 Surface Area: 86.278 m2 Occupancy: 0 (2 x 0%) Optimum RT (500Hz - Speech): 0.36 s Range: -30dB
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS
Simulation – Reverberation Time Graph
Simulation –Existing Sound Ray Graph
Analysis
STATISTICAL ACOUSTICS – small studio for acoustic rendering . dxf Model:
Volume: 36.720 m3 Surface Area: 86.278 m2 Occupancy: 0 (2 x 0%)
Optimum RT (500Hz - Speech): 0.36 s
Strategies ROCKWOOL Contribution:
ROCKWOOL insulation can provide a very high level of sound absorption and reduces noise vibrations, Contribution helps to protect against noise and vibrations and to improve the indoor acoustic comfort.
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS
Large Studio – Without sound absorption implementation – Static Ray Simulation Result of poor noise control due to metal material.
Elevation 2
Elevation
Analysis
STATISTICAL ACOUSTICS - large studio for acoustic.dxf Model: Volume: 310.390 m3 Surface Area: 458.545 m2 Occupancy: 0 (17 x 0%) Optimum RT (500Hz - Speech): 0.64 s
Plan
Perspective
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS
Large Studio – Without sound absorption implementation – Surface Incident Simulation
Analysis
STATISTICAL ACOUSTICS - large studio for acoustic.dxf Model: Volume: 310.390 m3 Surface Area: 458.545 m2 Occupancy: 0 (17 x 0%) Optimum RT (500Hz - Speech): 0.64 s Range : -30dB
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 15. EQ13 – INTERNAL NOISE LEVELS
Simulation – Reverberation Time Graph
Simulation –Existing Sound Ray Graph
Analysis
STATISTICAL ACOUSTICS - large studio for acoustic.dxf Model: Volume: 310.390 m3 Surface Area: 458.545 m2 Occupancy: 0 (17 x 0%)
Optimum RT (500Hz - Speech): 0.64 s
Strategies ROCKWOOL Contribution:
ROCKWOOL insulation can provide a very high level of sound absorption and reduces noise vibrations, Contribution helps to protect against noise and vibrations and to improve the indoor acoustic comfort.
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); 16. EQ14 – IAQ BEFORE AND DURING OCCUPANCY Reduce indoor air quality problems resulting from the construction process in order to help sustain the comfort and well-being of building occupants. Develop and implement an Indoor Air Quality (IAQ) Management Plan for the Pre-Occupancy phase as follows:
1) Perform a building flush out by supplying outdoor air to provide not less than 10 air changes/hour for at least 30 minutes operation before occupancy and continuous minimum 1 ACH during the initial 14 days occupancy of the completed building, OR 2) If low VOC materials and low formaldehyde composite wood are used, then building flush out can be performed by supplying outdoor air to provide not less than 10 air changes/hour for at least 15minutes operation or not less than 6 air changes/hour for at least 30 minutes operation and continuous 1ACH during the initial 7days occupancy of the completed building, OR
3) Within 12 months of occupancy, conduct IAQ testing to demonstrate maximum concentrations for pollutants are not exceeded according to the Indoor Air Quality Code of Malaysia. (+1 Point) During Occupancy Stage Where a permanent air flushing system at least 10 air changes/hour operation is installed for use during occupancy stage. (+1 Point)
17. EQ15 – POST OCCUPANCY COMFORT SURVEY: VERIFICATION
Provide for the assessment of comfort of the building occupants: Conduct a post-occupancy comfort survey of building occupants within 12 months after occupancy/building completion. This survey should collect anonymous responses about thermal comfort, visual comfort and acoustic comfort in a building. It should include an assessment of overall satisfaction with thermal, visual and acoustic performance and identification of thermal-related, visual-related and acoustic-related problems AND
Develop a plan for corrective action if the survey results indicate that more than 20% occupants are dissatisfied with the overall comfort in the building. This plan should include measurement of relevant environmental variables in problem areas. The relevant environmental variables include 1) Temperature, relative humidity, air speed and mean radiant temperature 2) Lighting Level and glare problem 3) Background noise level 4) Odor problem, Carbon Dioxide level, VOCs and particulate concentration (+2 Points)
3.6 ENERGY MANAGEMENT
3.6.4 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 2 – INDOOR ENVIRONMENTAL QUALITY (EQ); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 2 – Indoor Environmental Quality (EQ) breakdown
Criteria
Points
EQ1 – Minimum IAQ Performance
1
EQ2 – Environmental Tobacco Smoke (ETS) Control
1
EQ4 – Indoor Air Pollutants
2
EQ6 – Thermal Comfort – Design and Controllability of Systems
2
EQ8 - Daylighting
2
EQ9 – Daylight Glare Control
1
EQ10 – Electric Lighting Levels
1
EQ13 – Internal Noise Levels
1
EQ14 – IAQ Before and During Occupancy
2
EQ15 – Post Occupancy Comfort Survey: Verification
2 Sub-total:
15
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 18. SM3 – DEVELOPMENT DENSITY AND COMMUNITY CONNECTIVITY Channel development to urban area with existing infrastructure, protect greenfield and preserve habitat and natural resources: A) Development Density Construct a new building or renovate an existing building on a previously developed site AND in a community with a minimum density of 20,300m²per hectare net (87,000sqft per acre net) (+1 Point) B) Community Connectivity Construct a new building or renovate an existing building on a previously developed site AND within 1km of a residential zone or neighborhood with an average density of 25 units per hectare net (10 units per acre net) AND within 1km of at least 10 Basic Services AND with pedestrian access between the building and the services.
Basic Services include, but are not limited to: 1) Bank; 2) Place of Worship: 3) Convenience/Grocery; 4) Day Care; 5) Police Station; 6) Fire Station; 7)Beauty; 8)Hardware; 9) Laundry; 10) Library; 11)Medical/Dental; 12) Senior Care Facility; 13) Park; 14) Pharmacy; 15) Post Office; 16) Restaurant; 17) School; 18)Supermarket; 19) Theatre; 20) Community Centre; 21) Fitness Centre Proximity is determined by drawing a 1km radius around the main building entrance on a site map and counting the services found within that radius. (+1 Point)
Built As Continuation of Existing Building
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 18. SM3 – DEVELOPMENT DENSITY AND COMMUNITY CONNECTIVITY
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 19. SM6 – QLASSIC – QUALITY ASSESSMENT SYSTEM FOR BUILDING CONSTRUCTION WORK Achieve quality of workmanship in construction works: Subscribe to independent method to assess and evaluate quality of workmanship of building project based on CIDB’s CIS 7: Quality Assessment System for Building Construction Work (QLASSIC). Must achieve a minimum score of 70%.
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) Sample
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) Sample
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) Sample
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 20. SM8 – PUBLIC TRANSPORT ACCESS Reduce pollution and land development impacts from automobile use: Locate project within 1km of an existing, or planned and funded, commuter rail, light rail or subway station OR Locate project within 500m of at least one bus stop. (+1 Point)
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 21. SM9 – GREEN VEHICLE PRIORITY – LOW EMITTING AND FUEL EFFICIENT VEHICLES Encourage use of green vehicles: Provide low-emitting and fuel-efficient vehicles for 5% of Full-Time Equivalent (FTE) occupants AND provide preferred parking for these vehicles. “Preferred Parking” refers to the parking spots that are closet to the main entrance of the project (exclusive of spaces designated for handicapped or parking passes provided at a discounted price). (+1 Point)
Strategies
Parking Area
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); 22. SM12 – GREENERY AND ROOF Reduce heat island (thermal gradient difference between developed and undeveloped areas) to minimize impact on microclimate and human wildlife habitat: B) Roof Application 1) Use roofing material with a Solar Reflectance Index (SRI) equal to or greater than the value in the table below for a minimum of 75% of the roof surface Roof Type Slope SRI Low-sloped Roof < 2:12 78 Steep – Sloped Roof > 2:12 29 (+1 Point)
23. SM13 – BUILDING USER MANUAL Document Green Building design features and strategies for user information and guide to sustain performance during occupancy: Provide a Building User Manual which documents passive and active features that should not be downgraded.(+1 Point)
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM)
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM)
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM)
3.6 ENERGY MANAGEMENT
3.6.5 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 3 – SUSTAINABLE SITE PLANNING AND MANAGEMENT (SM); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 3 –Sustainable Site Planning and Management (SM) breakdown
Criteria
Points
SM3 – Development Density and Community Connectivity
2
SM6 – QLASSIC – Quality Assessment System for Building Construction Work
1
SM8 – Public Transportation Access
1
SM9 – Green Vehicle Priority – Low Emitting and Fuel Efficient Vehicles
1
SM12 – Greenery and Roof
2
SM13 – Building User Manual
1
Sub-total:
8
3.6 ENERGY MANAGEMENT
3.6.6 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR); 24. MR1 – MATERIALS REUSE AND SELECTION Reuse building materials and products to reduce demand for virgin materials and reduce creation of waste. This serves to reduce environmental impact associated with extraction and processing or virgin resources. Integrate building design and its buildability with selection of reused building materials, taking into account their embodied energy, durability, carbon content and life cycle costs: Where reused products/materials constitutes ≥ 5% of the project’s total material cost value (+2 Points)
Strategies 1. ROCKWOOL Contribution: ROCKWOOL
ROCKWOOL products are dimensionally stable and sag resistant and when removed undamaged, may be reused and recycled for other projects, enhancing performances and reducing construction waste. recommends using skips or bins in construction site for disposing usable insulation so that it can be reused or recycled within the construction site.
2. Use of Material and Costing Strategy
Gross Development Cost : RM 760, 789.50
Gross Development Cost : RM 841, 109.45
Recycled Material Used:
Recycled Material Used:
>60%
<20%
3.6 ENERGY MANAGEMENT
3.6.6 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR); 25. MR2 – RECYCLED CONTENT MATERIALS Increase demand for building products that incorporate recycled content materials in their production: (Recycled Content shall be defined in accordance with the International Organization of Standards Document)
Where use of materials with recycled content is such that the sum of post-consumer recycled plus one-half of the pre-consumer content constitutes at least 30% (based on cost) of the total value materials in the project. (+2 Points)
3.6 ENERGY MANAGEMENT
3.6.6 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR); 26. MR3 – REGIONAL MATERIALS Use building materials and products that are extracted and manufactured within the region, thereby supporting the use of indigenous resources and reducing the environmental impacts resulting from transportation:
Use building materials or products that have been extracted, harvested or recovered, as well as manufactured, within 500km of the project site for ≥ 20% (based on cost) of the total material value. Mechanical, electrical and plumbing components shall not be included. Only include materials permanently installed in the project. (+1 Point)
Material
Suppliers
Factory Location
Timber (Structural)
Aik Bee Timbers (Sbh) Sdn. Bhd
Selangor
Timber (Structural)
Pan Resources Sdn Bhd
Kuantan
Shipping Container
Mink Yuan Cabin and Container Sdn Bhd
Klang
Glass
Kibing Group (M) Sdn Bhd
Seremban
Glass
Keng Ying Glass Sdn Bhd
Selangor
Insulation Material
Rockwool Malaysia Sdn Bhd
Selangor, Melaka
Paint
Dulux Malaysia Sdn Bhd
Selangor
Roof
NS BlueScope Malaysia Sdn Bhd
Selangor
Steel Structure
Vantage Steel Works Sdn Bhd
Selangor
Concrete Slab
Setia Precast Sdn Bhd
Selangor
3.6 ENERGY MANAGEMENT
3.6.6 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR); 27. MR4 – SUSTAINABLE TIMBER Encourage environmentally responsible forest management: Where ≥ 50% of wood-based materials and products used are certified. These components include, but are not limited to, structural framing and general dimensional framing, flooring, sub-flooring, wood doors and finishes. To include wood materials permanently installed and also temporarily purchased for the project. Compliance with Forest Stewardship Council and Malaysia Timber Certification Council requirements. (+1 Point)
Timber Supplier 1. Pan Resources Sdn Bhd 2. Aik Bee Timbers (Sbh) Sdn. Bhd
28. MR5 – STORAGE AND COLLECTION OF RECYCABLES Facilitates reduction of waste generated during construction and during building occupancy that is hauled and disposed of in landfills: During construction, provide dedicated area/s and storage for collection of non-hazardous materials for recycling, AND During Building Occupancy, provide permanent recycle bins (+1 Point)
1. All big studios at each floors are equipped with personal storage area – locker 2. Large storage rooms for dry material can be found at third and fifth floor, where two storage rooms at fifth floor also function for gallery
3.6 ENERGY MANAGEMENT
3.6.6 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 – MATERIALS AND RESOURCES (MR) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 4 –MATERIALS AND RESOURCES (MR); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 4 –Materials and Resources(MR) breakdown
Criteria
Points
MR1 – Materials Reuse and Selection
2
MR2 – Recycled Content Materials
2
MR3 – Regional Materials
1
MR4 – Sustainable Timber
1
MR5 – Storage and Collection of Recyclables
1 Sub-total:
7
3.6 ENERGY MANAGEMENT
3.6.7 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 5 – WATER EFFICIENCY (WE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 5 – WATER EFFICIENCY (WE); 29. WE4 – WATER EFFICIENT FITTINGS Encourage reduction in potable water consumption through use of efficient devices: Reduce annual potable water consumption by ≥ 30% (+1 Point)
Strategies Rigel Technology (M) Sdn Bhd
3.6 ENERGY MANAGEMENT
3.6.7 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 5 – WATER EFFICIENCY (WE) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 5 – WATER EFFICIENCY (WE); 30. WE5 – METERING AND LEAK DETECTION SYSTEM Encourage the design of systems that monitors and manages water consumption: Use of sub-meters to monitor and manage major waste usage for cooling towers, irrigation, kitchens and tenancy use (+1 Point)
COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 5 –WATER EFFICIENCY (WE); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 5 – Water Efficiency (WE) breakdown
Criteria
Points
WE4 – Water Efficient Fittings
2
WE5 – Metering and Leak Detection System
1 Sub-total:
3
3.6 ENERGY MANAGEMENT
3.6.8 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 6 – INNOVATION (IN) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 6 – INNOVATION (IN); 31. IN2 – GREEN BUILDING INDEX FACILITATOR To support and encourage the design integration required for Green Building Index rated buildings and to streamline the appliance and certification process. At least one principal participant of the project team shall be a Green Building Index Facilitator who is engaged at the onset of the design process until completion of construction and Green Building Index certification is obtained. (+1 Point)
3.6 ENERGY MANAGEMENT
3.6.8 REPORT OF GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 6 – INNOVATION (IN) COMPLIED GBI ASSESSMENT (NON-RESIDENTIAL) CRITERIA 6 –INNOVATION (IN); SUBTOTAL OF POINTS ACHIEVED
TABLES: sub-total points for criteria 6 – Innovation (IN) breakdown
Criteria
Points
IN 2 – Green Building Index Facilitator
1 Sub-total:
Grand Total :
TABLES: Grand-total points for criteria 1- 6
Criteria
Points
1 – Energy Efficiency (EE)
16
2 – Indoor Environmental Quality (EQ)
15
3 – Sustainable Site Planning and Management (SM)
8
4 – Materials and Resources (MR)
7
5 – Water Efficiency (WE)
3
6 – Innovation (IN)
1 Sub-total:
50 Points – Certified Level
1
50
3.6 ENERGY MANAGEMENT 3.6.9 RECYCLE MATERIAL LIST
3.6 ENERGY MANAGEMENT 3.6.9 RECYCLE MATERIAL LIST
4.0 PROJECT MANAGEMENT 4.1 SUCCESS CRITERIA
4.1.1 PROJECT TRIPLE CONSTRAINT Project must achieve the following to be considered as successful: • The project must bring profit to the company in a timeframe of 6 months. • The container studio must be self-sustained economically so that no extra cost will be required. • The project must be completed within the timeframe of 6 months.
COST Cost itself encompasses various thing such as resources, labor rates for contractors, risk estimates, bills of materials, etc. within the finite budget, the project team uses containers and recycled steel bars as the main construction material and recycled pallet as furniture. This has significantly reduce the cost for an architectural studio with comfortable designing spaces.
TIME
The end product must be completed in accordance to the stipulated time which is X months. Therefore, adhering strictly to the construction schedule is vital. To ensure successful project delivery, delays of material delivery is disallowed during construction phase. Performance and efficiency of construction workers must be supervised by their respective contractors and engineers to ensure a consistent workflow under a structured timeline.
SCOPE
Scope is the functional elements that, when is completed, it makes up the end deliverable for the project. The scope itself was identified up front by the client as to give the project the best chance of success.
QUALITY The success of the project is attained when the above conditions are met. • The end product creates a high level of client/end user satisfaction • The end product is well equipped with sustainable features that will suffice to reduce its ecological impact to the environment. • The end product has incurred only minimal accidents, with health and safety precautions implemented thoroughly the site. • The end product does not have construction defects.
4.0 PROJECT MANAGEMENT 4.2 WORK BREAKDOWN STRUCTURE
ORGANISATION STRUCTURE RENOVATION
PRE-DESIGN STAGE
DESIGN STAGE
Project Management
Architect
Civil and structure
Mechanical and electrical
Interior design
Quantity surveyor
Energy Manager
Project brief and budget constraints
Schematic design
Schematic design
Schematic design
Layout design
Schematic design
Schematic design
Detail design
Construction detail design
System detail design
Selection of materials and fixtures
Cost breakdown
Energy efficiency breakdown
Scope and schedule
Site study and local authority visit
Design requirement
Feasibility study
Final proposal
Final proposal
Final proposal
POST DESIGN STAGE
Project Management
Architect
Submission to local authority Preparation of tender documents Tender
4.0 PROJECT MANAGEMENT 4.3 GANTT CHART
4.0 PROJECT MANAGEMENT 4.3 GANTT CHART
4.0 PROJECT MANAGEMENT 4.4 RISK ANALYSIS
4.0 PROJECT MANAGEMENT 4.4 RISK ANALYSIS
4.0 PROJECT MANAGEMENT 4.5 MAINTENANCE PROPOSAL 4.6.1 ARCHITECTURE CONTAINERS Shipping containers generally do not require much maintenance. A new shipping container going straight into a secure storage use will require hardly any maintenance at all. The steel work will barely deteriorate because the steel is of high quality and the paint work is of excellent quality; one can realistically expect a 50 year life of a new container used for storage, and slightly lesser than that for inhabiting. The door hinges and locking bars may require oiling every few months. The door seals will deteriorate but they will last at least ten years depending on conditions and probably over twice as long as that. Used containers require the same attention to the doors and also there may be small dents or corroded areas that may need repainting from time to time and possibly even a patch welded on. Painting a shipping container to maintain appearance is quite straightforward but does not need to be done often.
4.6.3 MECHANICAL AND ELECTRICAL COMPONENTS Building owner is required to refer to the Building Manual and take precaution steps and maintenance in order to achieve sustainable asset management and to ensure the comprehensive and strategic use of facilities and asset management for the organization. Technician in this field is required to examine the mechanical and electrical components over a certain time to ensure it is safe to operate.
WATER SYSTEM No.
Maintenance
Frequency
1
Checking of piping and valves for leakages
Once a month
2
Cleaning and checking of pipeline strainers
Twice a year
No.
Maintenance
Frequency
3
Checking for seals and alignment of pumps
Once a month
1
Oiling of door hinges and locking bars
Twice a year
4
Checking of water strainers
Twice a year
2
Painting of exterior (Containers)
When necessary
3
Checking for corrosion on Container surface
Fortnightly
4.6.2 CIVIL AND STRUCTURAL COMPONENTS Building owner is required to refer to the Building Manual and take precaution steps and maintenance in order to achieve sustainable asset management and to ensure the comprehensive and strategic use of facilities and asset management for the organization. New installation or holes drill in wall should be taken note so that this action does not affect the structure of the container itself.
SPLIT UNIT AC SYSTEM No.
Maintenance
1
Cleaning and inspecting coils
2
Cleaning or replacing filters
3
Adjusting and replacing fan belts
4
Lubricating motors and bearings
5
Cleaning and checking blowers and fans
6
Inspecting controls and safeties
7
Checking refrigerant and pressures
8
Verifying operating temperatures
Frequency
Every two months
Every six months
4.0 PROJECT MANAGEMENT 4.5 MAINTENANCE PROPOSAL PUBLIC TOILET No.
Maintenance
1
Checking of sinks for clogs/leaks
2
Checking of toilet bowls and floor traps for clogs
3
Checking of piping for washers/dryers
Frequency
Daily
4.6.4 INTERIOR DESIGN Encouraged to re-furbish the interior wall of the container every few years in order to maintain its aesthetic values. Besides, the facilities in the studios should be checked frequently whether there is any damaged furniture that cannot be used by students to fulfill the high demand used of studio spaces. No.
Maintenance
Frequency
1
Painting of interior (Containers)
When necessary
2
Checking of furniture in studios
Daily
4.6.5 OTHERS WASTE MANAGEMENT Architectural studios are often occupied by lots of students who stay overnight to do works, thus large amount of garbage will be produced daily. Normally the garbage that students produce are food waste like food containers and wrappers as well as pieces of wasted papers and modelling boards that are cut out during model making. Seeing how the studios are utilized, cleaning process should be carried out frequently to provide a comfortable and workable space to do work.
No.
Maintenance
Frequency
1
Collection of garbage
Daily
2
Sending recyclables to the recycling center
Twice a week
3
Cleaning of studio spaces
Every alternate day
LANDSCAPE MANAGEMENT Spaces like pantry and roof top garden that provide greenery to students using the container studios should be maintained in terms of taking care of the plantation. Plants should be watered once or twice daily if there is no raining during the day, while the plants should also be fertilized once a week to ensure the healthy growth of the greenery. No.
Maintenance
Frequency
1
Watering plants
Once/Twice daily (provided it does not rain)
2
Fertilizing plants
Once a week
5.0 REFERENCE Design Boom. (2012, March 12). daiken met architects / nawakenji m: sugoroku office. Retrieved from http://www.designboom.com/architecture/daiken-met-architects-nawakenji-msugoroku-office/
House Beautiful. (2015, November 23). The Color Trends Designers Say Will Be Huge in 2016. Retrieved from http://www.housebeautiful.com/room-decorating/colors/g2888/color-trends/
Tempo Housing. (n.d.). Keetwonen (Amsterdam student housing). Retrieved from http://www.tempohousing.com/projects/keetwonen.html
House Beautiful. (n.d.). Color Schemes. Retrieved from http://www.housebeautiful.com/color-schemes/
Design Rulz. (n.d.). Vibrant NTI Head Office in Leiden, Holland by Liong Lie Architects. Retrieved from http://www.designrulz.com/design/2014/03/vibrant-nti-head-office-leidenholland-liong-lie-architects/
Empower Yourself with Color Psychology. (n.d.). The Color Green. Retrieved from http://www.empower-yourself-with-color-psychology.com/color-green.html
Residential Shipping Container Primer. (n.d.). BUILDING ENVELOPE – INSULATION. Retrieved from http://www.residentialshippingcontainerprimer.com/insulation Residential Shipping Container Primer. (n.d.). Shipping Container Home Green Roof. Retrieved from http://www.residentialshippingcontainerprimer.com/Green%20Roof
Residential Shipping Container Primer. (2003, May 29). Stacking Shipping Containers on Land for an Off-Axis Detector. Retrieved from http://www.residentialshippingcontainerprimer.com/Container%20Compressive%20LoadBearing%20Capacity University of Brighton. (n.d.). Underpinning and Pad Foundations. Retrieved from https://folio.brighton.ac.uk/user/ed145/technology-report-1 Panasonic. (n.d.). Energy Saving Bulb. Retrieved from http://www.panasonic.com/my/consumer/lighting/energy-saving-bulb.html Digital Lumens. (n.d.). Digital Light Agents | DLAs. Retrieved from https://www.digitallumens.com/products/digital-light-agents/ Rigel. (n.d.). DECK MOUNTED SELF-CLOSING DELAY ACTION TAP. Retrieved from http://www.rigel.com.sg/productsdetails.asp?id=295&cat=63&fparent=3&2parent=10&item=329 SP.ace Products Sdn Bhd. (n.d.). Sun Louvres. Retrieved from http://www.spaceproducts.com.my/Sun-Louvres-Manufacturer.php CK Tang. (n.d.). Chapter 6 – External & Internal Shades. Retrieved from http://bseep.weebly.com/uploads/8/0/7/2/8072374/chapter_6__external_and_internal_shades_draft_v1.pdf Solar Gard. (n.d.). Commercial Window Films for Solar, Safety and Energy Saving Solutions. Retrieved from http://www.solargard.com/docs/marketing-toolkit/solar-gard-commercialbrochure-0141com-int.pdf?sfvrsn=12 https://s0.yellowpages.com.au/1e84022a-2d65-4767-9ccb-f4c4d1fa2c7d/mobile-tint-australiapty-ltd-document.pdf http://www.solarstyle.net.au/documents/truevue.pdf
Colour Affects. (n.d.). Psychological Properties Of Colours. Retrieved from http://www.colour-affects.co.uk/psychological-properties-of-colours Green Building Index. (n.d.). THE GBI RATING SYSTEM. Retrieved from http://www.greenbuildingindex.org/how-GBI-works2.html Green Building Index. (2011, January). GBI Assessment criteria For NON-RESIDENTIAL EXISTING BUILDING (NREB). Retrieved from http://new.greenbuildingindex.org/Files/Resources/GBI%20Tools/GBI%20NREB%20NonResidential%20Existing%20Building%20Tool%20V1.1%20Final.pdf Rockwool Firesafe Insulation. (n.d.). Green Building Index. Retrieved from http://www.rockwoolasia.com/files/RWASIA/pdfs/FS%20RW%20GBI%20(900%20502%2008%2015%20V2)%20EN%20LR.pdf Association of Consulting Engineers Malaysia (ACEM), Pertubuhan Akitek Malaysia (PAM). (n.d.). Calculator: Building Energy Intensity Tool. Retrieved from http://fidic.org/sites/default/files/CALC%2008%20%20Building%20energy%20intensity%20-%20final.pdf
K. J. Kam, A. Hilmy, A. Hamid. Vol.6, No. 4, 2012. THE RELATIONSHIP BETWEEN MOTIVES AND BENEFITS ON ADOPTING QLASSIC – CIS 7: 2006 IN MALAYSIA CONSTRUCTION INDUSTRY. Retrieved from http://www.ijqr.net/journal/v6-n4/3.pdf CIDB MALAYSIA. (n.d.). QUALITY ASSESSMENT SYSTEM FOR BUILDING CONSTRUCTION WORK. Retrieved from http://www.cidb.gov.my/cidbv4/images/pdf/cis7qlassicfinal.pdf
6.0 APPENDIX 6.1 ATTENDANCE
6.0 APPENDIX 6.1 ATTENDANCE
6.0 APPENDIX 6.1 ATTENDANCE
6.0 APPENDIX
6.2 MEETING AGENDA
6.0 APPENDIX
6.2 MEETING AGENDA
6.0 APPENDIX
6.2 MEETING AGENDA
6.0 APPENDIX
6.2 MEETING AGENDA
6.0 APPENDIX
6.2 MEETING AGENDA
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES
6.0 APPENDIX
6.3 MEETING MINUTES