ARC 3612 PROJECT MANAGEMENT- PROJECT 1- DEFINING AND DOCUMENTING A RESIDENTIAL CONSTRUCTION PROJECT

architecture . Interior
SCHOOL OF ARCHITECTURE, BUILDING & DESIGN
ARC 3612 PROJECT MANAGEMENT
PROJECT 1:
DEFINING AND DOCUMENTING A RESIDENTIAL CONSTRUCTION PROJECT
TUTOR: AR. BADRUL HISHAM
ANGELINE KON KEE HOOI 0302068
CHAN JASMINE 0308513
HELSA JOSEPHINE 0305813
LIM SHU YIN 0307795
LIM SU YING 0308502
LIM WEI ZE 0305863
NICOLE LIM XU TENG 0307814

1.0 COMPANY PROFILE
1.1 Introduction
1.2 Organisation Chart
2.0 PRELIMINARY STUDY
2.1 Project Scope
2.2 S.W.O.T. Analysis
2.3 Project Viability
3.0 PROJECT MANAGEMENT
3.1 Work Breakdown Structure
3.2 Pert’s Chart/Gantt Chart
3.3 Risk Analysis
3.4 Success Criteria
3.5 Maintenance Proposal
4.0 DESIGN DEVELOPMENT
4.1 Architecture
4.1.1 Plans
4.1.2 Elevations
4.1.3 Elevations (Colour Selection)
4.1.4 Sections
4.1.5 Site Elevations
4.2 Civil & Structural Engineering
4.2.1 Ground Floor Structural Plan
4.2.2 First Floor Structural Plan
4.2.3 Roof Level Structural Plan
4.2.4 Structural Model
4.2.5 Calculation of Column Loads and Feasibility
4.2.6 Reinforcement of Existing Structure
4.2.7 Staircase Details
4.3 Mechanical & Electrical Engineering
4.3.1 Electrical System
4.3.2 Hot & Cold Water Supply System
4.3.3 Sanitary System
4.3.4 Rainwater Harvesting System
4.4 Interior Design
4.4.1 Case Studies
4.4.2 Proposals of Interior Design Styles
4.4.3 Furniture Layout Plans
4.4.4 Finishes Selection
4.4.5 Interior Spaces Overview
4.4.6 Interior Openings
4.4.7 Interior Fittings
4.5 Landscape Design
4.5.1 Concept
4.5.2 Conceptual Visuals
4.5.3 Proposed Landscaping
4.6 Quantity Surveying
4.6.1 Return On Investment
4.6.2 Breakdown of Renovation Cost
5.0 REFERENCES
6.0 APPENDIX
6.1 Attendance Records
6.2 Meeting Agenda
6.3 Meeting Minutes
CONTENT

1.1 INTRODUCTION
A young and free spirit design studio established in 2012 that
specializes in small residential projects. We aim to achieve the home
spirit within the team in every single projects. Running wild in exploring
wow inspiration from different elements in daily life.
VISION
To be creative and distinctive
We dedicated to transform design idea into tangible reality through
our professionalism and great passion with a visionary approach. We
strive to create unique yet practical design exclusively just for the
clients.
1.2 ORGANISATIONAL CHART
1.0 COMPANY PROFILE
SCOPE
Architecture. Interior Design
We provide full range of services from preliminary feasibility studies and
programming, schematic design, design development, contract documents,
tendering and construction administration, and finally post-construction
services.
LOGO
From A –Z
Our logo carries the meaning of our
job scope of covering the project from
head to toe. Besides, it is also the last
Initials of our founder which is the
architect in our company.
C&S
ENGINEER
IR. LIM
SHU YIN
M&E
ENGINEER
IR. ANGELINE
KON
QUANTITY
SURVEYOR
SR. NICOLE
LIM
INTERIOR
DESIGNER
LIM SU YING
LANDSCAPE
ARCHITECT
HELSA
JOSEPHINE
ARCHITECT
AR. NICK LIM WEI ZE
PROJECT MANAGER
CHAN JASMINE
architecture . Interior

2.1 PROJECT SCOPE
Client : Ms Fernn Ang
Proposal : Redesigning Compact Living
Objective : To design a comfortable living space that would provide
yield enhancement (rental) or capital gain (sale)
Usage type : Residential (long term/short stay)
Market Value : RM420,000; Rental – RM1000 per month, yield of 2.85%
Returns : 1. Capital gains of at least 20% per annum
2. Rental yield of at least 3.5% for long term
Budget : Up to RM100,000
Timeline : Up to 6 months
SITE PLAN
Reference: Project brief from Ms Fernn AngReference: Project brief from Ms Fernn Ang
LOCATION PLAN
PROJECT DETAILS
LOCATION : SS19, Subang Jaya
PROPERTY TYPE : Double-Storey Link House (End Lot)
LAND SIZE : 16’ x 45’
TOTAL BUILT-UP : 82.80 m2

2.2 S.W.O.T ANALYSIS
TO RENT COMPARISONS FOR SALE
RM1000 - RM1500 RATE RM550,000 – RM600,000
2 Months
ESTIMATED CONSTRUCTION
DURATION
3 Months
Rental yield of 3.5% based on current
market value with renovation cost
RETURNS
Capital gains of 20% based on current
market value with renovation cost
Regular basis after each rent MAINTENANCE Ends after renovation
PROPOSALS
2.3 PROJECT VIABILITY
HELPFUL HARMFUL
INTERNAL
The house exposes to three faces ( front, back and side)
which slows more natural light to penetrate through.
Location of the house is subtle.
EXTERNAL
Rich surrounding context with educational buildings(primary
school) and retails.
Quiet area might leads to safety issue.
COMPARISONS BETWEEN TO RENT AND FOR SALE

DECISION: FOR SALE
1. WITHIN RESIDENTIAL ZONE
Redesigning the house for young family is a suitable choice as it is within the
residential area in SS19. There are shops within walking distance from the house
which provides convenience to the buyer. Besides the nearby public primary
school is an advantage towards our house.
2. HIGHER RETURN
Compare to long term rental basis, getting a buyer can earn a higher
percentage of profit within a shorter time. As the colleges and universities are
not within the area, renting the unit for students might not be a wise choice.
Furthermore, poor public transport system is also the disadvantage for students
who do not own a car. Hence, finding a buyer who is looking for permanent stay
is a better option.
3. LOW MAINTENANCE
There will be minimal maintenance or even no maintenance needed after the
house is sold off as it will be the responsibility of the buyer who is the new
owner of the unit. Whereas if the house is being rented out regular maintenance
fee will be an expensive cost.
PROS & CONS
TO RENT FOR SALE
PROS
1. Easier to get a tenant.
2. Lower budget for minor
renovation.
1. Nearby public schools and
retail shops.
2. Low or no maintenance.
3. Higher return.
CONS
1. No surrounding college or
university.
2. Inconvenience of public
transport.
3. High maintenance.
4. Lower return or no return
1. Longer time to get a buyer.
2. Higher budget for major
renovation.
2.3 PROJECT VIABILITY

Design Stage
Architect
Civil &
Structure
Schematic Design
Detail Design
Renovation
Pre-Design
Stage
Project Brief & Budget
Constraints
Scope & Schedule
Site Study & Local
Authority Visit
Design Requirement
Feasibility Study
Final Proposal
Schematic Design
Construction
Detail Design
Final Proposal
Mechanical &
Electrical
Schematic Design
System Detail
Design
Interior Design
Layout Design
Selection of
Materials &
Fixtures
Landscape
Design
Layout Design
Selection of
Landscaping
Materials
Quantity
Surveying
Preliminary
Costing
Cost Breakdown
Post Design
Stage
Final Proposal
Submission to Local
Authority
Preparation of Tender
Documents
Tender
3.1 WORK BREAKDOWN STRUCTURE

3.2 GANTT CHART
CLIENT-CONSULTANT MEETING
Client: Ms Fernn Ang
Proposed House Renovation At Lot PT7632, No. 123, Jalan SS19/6A, Petaling Jaya, Selangor.

Stages Type of Risks Likelihood Severity Impact Strategy Contingency
PRE-DESIGN
Change of program 3 4
Time and effort wasted in
preparing the previous
proposal
Prepare new proposal for the
new program
Regular meetings and
discussions with the client
Misunderstanding of project
brief
2 4
Inappropriate design
proposal
Understand the project scope
and follow the schedule
planned
Reduction of budget 2 4 Team being underpaid
To convince the client
Reduce the scope of project
Design that is beyond client’s
expectation
Cancellation of project 1 5 Losing the project To convince the client
Design that is beyond client’s
expectation.
DESIGN
Internal conflict 3 4 Poor performance
Project manager to resolve
the conflict.
Project manager to build up
the teamwork.
Miscommunication between
client and team
2 4
Not meeting client’s
requirement
Discussions with client for
clarification of project
Update the result of discussion
consistently
Costing error 3 3 Resulting in over budgeting
Considering reducing budget
in materials (replaced with
recycled materials)
Detail drawings to be
supervised.
Untallied drawings 2 3
Inconsistency in project
presentation
Technical meetings within
the team to ensure the
consistency before
presentation
POST
DESIGN
Late approval by local
authority
2 4 Delay in project
Changes for submission
requirements
To check with the local
authority before finalizing
design
3.3 RISK ANALYSIS

Exceeds customer’s expectation by completing the project within three
constraints: deadline, budget and quality.
KEY SUCCESS INDICATORS
1. Project efficiency
- Meeting schedule
- Completing within budget
2. Impact on the customer
- Fulfilling customer’s needs
- Meeting functional performance
3. Direct and business success
- Immediate revenue and profit enhanced
- Larger market share generated
4. Preparing for the future
- Create new opportunity
- Increase capability and competency
A success project is with the help of proper management and planning.
Meeting the objective of the project shows the understanding in business
drivers and brings satisfaction to the client. Project manager is able to keep
track with the objective and improve the whole performance through these
measurable regulators.
3.4 SUCCESS CRITERIA
A successful project is the one being delivered on time, within budget and meet
scope specifications.
1. Understanding the project scope
- Redesigning compact living within a budget of RM100,000
2. Starting the project with a plan ahead
- Gives direction to the team with each responsibilities
3. Good communication
- Meeting for discussion in regular basis to update the each progress and ensure
everyone is on the same path
4. Widen resources, skills and knowledge
- Research and development in skills for each role in order to produce qualitative
outcome
5. Well management & control of project
- Following the management framework in an ongoing project to ensure success
6. Learn from the past mistakes
- Improvise and rework from the error
TIME
SCOPECOST
QUALITY
SATISFACTION
SCHEDULE
BUDGET
VOLUME
QUALITY

3.5 MAINTENANCE PROPOSAL
As the design approach is to redesign the house into a compact living and
sell it off instead of renting, a lower maintenance is required compared to
rental basis as it will be the buyer’s responsibility to take care of the house.
Therefore, much precautions should be taken before handing the house to
the client.
Management
A structured working schedule should be planned in the early stage of the
preparation for the project so that each team member will be guided to work
according to the flow. Besides, the working environment should be inspiring
to boost the member’s productivity during the project.
Architect
The architect has to make sure that the house is practical and promising up
to the client’s requirement. Besides, he will have to ensure that the extension
of the building is according to by-law and did not break any rules and
regulations set by the local authority.
C&S Engineer
As the building is extended with a new roof structure, the engineer has to
make sure that the building structure can withstand the load from the new
added elements. Besides, the engineer has to enhance the existing structure
due to lack of maintenance from the previous tenant.
M&E Engineer
Mostly all the existing system will be renewed for further usage hence the
engineer has to make the renewal is done appropriately to avoid accident or
leakage. Besides, proposing system that is energy saving could enhance the
sale of the house.
Interior Designer
As the client wanted an easy maintain and minimal look new interior, the
designer will have to make sure that the selected design concept is meeting
the requirement which is simple yet practical. Besides, as a lot of openings are
being proposed to enhance the lighting in the house, privacy of the owner of
the house is one of the issues that should be taken care of.
Landscape Architect
The landscape designer will have to ensure that the proposed landscape is
not only nice to view at, but also easy maintained. The outdoor furniture has
to be durable and weather resistance so that it can last long.
Quantity Surveyor
Costing is one of the major factor in the project hence it should be calculated
as precise as possible according to the constraints set by the client.
Furthermore, the surveyor has to make sure that each of the team member is
paid accordingly and sufficiently from the project.

4.1 ARCHITECTURE
4.1.1 PLANS

4.1 ARCHITECTURE
4.1.2 ELEVATIONS

4.1 ARCHITECTURE
4.1.3 ELEVATIONS (COLOR SELECTION)

4.1 ARCHITECTURE
4.1.4 SECTIONS

4.1 ARCHITECTURE
4.1.5 SITE ELEVATIONS

Existing structural planNew structural plan
4.2 CIVIL AND STRUCTURAL
4.2.1 GROUND FLOOR STRUCTURAL PLAN

4.2.2 FIRST FLOOR STRUCTURAL PLAN

4.2.3 ROOF LEVEL STRUCTURAL PLAN

Structural model (Front perspective) Structural model (Rear perspective)
New structural members Existing structural members
4.2.4 STRUCTURAL MODEL

Column B1, 1
Dead load:
Roof = 45.55 kN
First floor = 96.78 kN
Live load:
Roof = 6.37 kN
Column C1, 1
Dead load:
Roof = 18.97 kN
Live load:
Roof = 3.21 kN
Column C, 1
Dead load:
Ground floor = 56.11 kN
Live load:
Ground floor = 8.33 kN
Ultimate Load of column C, 1
Total dead load x 1.4 = 392.3 kN
Total live load x 1.6 = 54.28 kN
Ultimate load = 392.3 + 54.28
= 446.58 kN
Assumption
Fcu = 30N/mm² (concrete strength)
Fy = 460N/mm ² (yield strength of reinforcement)
Ac = 120mm x 250mm =30000mm ² (Column section area)
Asc = 30000 x 2% = 540mm ²
N, capacity of concrete
= 0.4 x Fcu x Ac + 0.8 x 540 x 460
= 0.4 x 30 x 30000 + 0.8 x 540 x 460
= 558.72 kN
Original column size of 120mm x 225mm is sufficient to sustain the new ultimate load.
Transfer of load from the roof to the ground
along column B1,1, column C1, 1 and column
C,1.
4.2.5 CALCULATION OF COLUMN LOADS AND FEASIBILITY

Small cracks restoration & Reinforcing weak walls
Jointing new walls
Small cracks found within the existing structure can be restored
to its original tensile strength by pressure injection of grout or
epoxy into the cracks of the wall. The old structure may require
reinforcement for weak walls, in which the same technique is
applied through making injection holes on the wall which is to
be reinforced. Construction of a new lateral structure
to reinforce existing walls. Connection
steels are grouted in drilled holes to
create the jointing between the
existing structure and the new
structure.
4.2.6 REINFORCEMENT OF EXISTING STRUCTURE

Cable turnbuckle suspension cable
Cable turnbuckle hinge
Tension cable
Stainless steel U plate welded to tread and wall
Steel pin bolted to tread and wall
Bolt and washer securing the U plate
Open riser tread
Threaded washer and bolt support at cable end
Suspension bolt
Bolt securing and attached
Chrome washer
Bolt
Cable end
Cable anchor that attaches to
to tension cable
steel plate bolted to underside of
beam
Cable suspended open riser
staircase
Normal staircase supported by
masonry wall below
The design of the staircase includes that of a
standard concrete stairs with timber finishing and
also steps that are cable suspended and mounted to
the wall.
The structure is constructed above the masonry
walls of the storeroom space beneath the staircase.
The cable suspended staircase is securely anchored
to the First floor beams as well as the wall.
U-plates grip and supports the tread as
they are welded & bolted to the wall.
Tension cables support the other side of
the treads which also forms the
balustrade for the whole staircase.
4.2.7 STAIRCASE DETAILS

4.3 MECHANICAL & ELECTRICAL
4.3.1 ELECTRICAL SYSTEM

Note: COP 28, Cables installed behind walls (MS 1979:2007)
Where cables are installed buried behind walls, they shall be installed horizontally or vertically.
i.e. parallel to the edges of the room. Subject to the dimensions of the columns and beams, they shall be
within 150 mm from the top of the walls and 150 mm from the edge of the wall
4.3.1 ELECTRICAL SYSTEM
Electrical Schematic Layout

Water Heater
Features:
- Sleek and Stylish In-Mould Casing Technology
- Stepless Electronic Power Control
- IP25 Splash Proof Protection
- 1 Touch Shower On / Off Safety Switch Technology
- Reinforced 3 Layer Flexi-Hose
Volume : 1000 liters
Dimensions : 240 X 360 X 70 mm
Inlet/ Outlet Connection : ø15mm (1/2” BSP)
– Single Point System
Min. Water Pressure :10 kPa
Max. Water Pressure: 380 kPa
Min. Water Flow : 2 litres per minute
Max. Water Flow : 8 litres per minute
Hot and Cold Water Supply System Schematic Layout
4.3.2 HOT & COLD WATER SUPPLY
Total Water Heater: 3
Total Cost : RM 770 x 3 units
= RM2310

Sanitary System Schematic Layout
4.3.3 SANITARY SYSTEM

80 Gallon Rainwater Harvesting Tank
The Minister of Housing and Local Government on 7
May 1998 has expressed the Government’s interest for
houses to be designed for collecting rainwater. In
1999, the Ministry of Housing and Local Government
has produced a Guideline on Installing a Rainwater
Collection and Utilization System.
Rainwater is collected from roof of the and filtered
before entering below ground rainwater harvesting
tank.
The water can then either be pumped either directly to
WCs and vehicle jet washes, or to a high level break
tank within the house which will then service the non-
potable appliances as per normal.
Potential Rainwater From Roof
Roof Yield = Roof Area x Average Annual Rainfall
= (32.3+26.7) X 2400mm
= 141,600 litres per year
Features:
- Made from 100% pre-consumer waste
- UV-resistant LLDPE polyethylene
- 45% more water than a 55 gallon container
- No bisphenol A in our plastic!
- Unlimited number of units can be connected in series
- Assembly Required
- Built-in store/divert diverter valve
- Garden hose shut off valve included
- Child safe design
- The bottom of the diverter box is designed to accept
4 inch landscape pipe.
Capacity : 80 Galloons (302.8 litres)
Dimensions : 711.2 X 711.2 X 1320.8
mm
Inlet/ Outlet Connection : ø101.6mm diameter (4”)
Cost for tank : RM 764.6100
Cost for drain pipe : RM 69.81
80-gallon Molded Plastic Rain Water Harvesting Tank Schematic Section
Rainwater Harvesting System Schematic Design
4.3.4 RAINWATER HARVESTING SYSTEM

Rainwater Harvesting System Layout
4.3.4 RAINWATER HARVESTING SYSTEM

Location: Taman Tun Dr Ismail, Kuala Lumpur, Federal Territory of Kuala Lumpur, Malaysia
Terrace 23
GROUND FLOOR PLAN FIRST FLOOR PLAN
Case Study 1
• Linear and narrow layout.
• Double-story unit.
• Family living of design layout.
• Contemporary interior design with simple, raw finishes to outline a clean visual
layout, giving an illusion of “enlargement” in space.
HIGHLIGHTS:
• Green building feature – Roof Garden
4.4 INTERIOR DESIGN
4.4.1 CASE STUDIES

GROUND FLOOR PLAN FIRST FLOOR PLAN
Case Study 2
Location: Jalan Kaloi, 59100 Kuala Lumpur,
Wilayah Persekutuan Kuala Lumpur.
L 45 – Community Library & Student Housing
• Narrow rooms/ limited
spaces.
• Double-story unit.
• Student dormitory
interior design layout.
• Industrial interior
design furniture and
fixtures.
• Easy cleaning and
maintenance.
HIGHLIGHTS:
4.4 INTERIOR DESIGN
4.4.1 CASE STUDIES

• Living Area
• Dining Area
• Kitchen
• Bathroom
• Staircase
MOOD BOARD 1 – Ground Floor:
• Bedroom 1
• Bedroom 2
• Bathroom
• Master Bedroom
• Master Bathroom
MOOD BOARD 2 – First Floor:
Design Style - Industrial
• CLEAN LINES
• FORM FOLLOW FUNCTION
• LOWER SITTING FURNITURE
• EMPHASIZE NEGATIVE SPACES
• HELP SMALL SPACES APPEAR LARGER
• NEUTRAL COLOURS
• 20 YEARS IN THE FUTURE – “RETRO”
| CONTEMPORARY
| ADVANTAGES
| MINIMALIST
• NATURAL LIGHTS TO HIGHLIGHT SPACES &
SHAPES
• BARE MINIMUM OF FURNITURE
• HIDEEN STORAGE
(CABINETS BLEND INTO WALL)
• SIMPLE & TIDY
• VISUALLY ENLARGE SMALL SPACES
• EASY MAINTENANCE
4.4 INTERIOR DESIGN
4.4.2 PROPOSALS OF INTERIOR DESIGN STYLE

First Floor Plan
4.4 INTERIOR DESIGN
4.4.3 FURNITURE LAYOUT PLANS
Ground Floor Plan

Wall Finishes
Floor Finishes
TIMBER STAIR STEPS
- Give contrast and warm-up the cold
tone of industrial design.
4.4 INTERIOR DESIGN
4.4.4 FINISHES SELECTION
Industrial Cold Series

4.4 INTERIOR DESIGN
4.4.5 INTERIOR SPACES OVERVIEW
Ground Floor Plan

4.4 INTERIOR DESIGN
4.4.5 INTERIOR SPACES OVERVIEW
First Floor Plan

Large openings are selected to allow more natural light penetration and natural
wind to flow into the narrow spaces, it celebrates the realm of industrial design,
meantime creating lively and brighter ambience in the house.
4.4 INTERIOR DESIGN
4.4.6 INTERIOR OPENINGS
Ground Floor Plan

4.4 INTERIOR DESIGN
4.4.6 INTERIOR OPENINGS
First Floor Plan

4.4 INTERIOR DESIGN
4.4.7 INTERIOR FITTINGS
Ground Floor Plan

4.4 INTERIOR DESIGN
4.4.7 INTERIOR FITTINGS
First Floor Plan

• Ornamental grass
• Water feature
• Grass
• Gravels
LANDSCAPING
4.5 LANDSCAPE DESIGN
4.5.1 CONCEPT

4.5.2 CONCEPTUAL VISUAL
3D RENDERINGS
Ground Floor Plan

CAR PORCH
LANDSCAPE
4.5.3 PROPOSED LANDSCAPING
Minimalist Gate
• Simple design
• Complementing the design approach of
industrial design
• Not overpowering the façade
• Can be constructed from construction waste
Concrete Tiles
• Non-slip tiles
• Suitable for outdoor purposes
• Easy maintenance
• Complementing the design approach of
industrial design

Bamboo Palm
• Plant type: House Plant
• Height: Ranging from 1.7 m to 3m
• Leaf Colour: Green
• Growth Rate: Average
Water Feature
• 1.7 m in height
• Gives a strong sense of nature to
compliment the small area of the landscape
• Provide the sound of nature
• Gives a strong aesthetic value
• Gives a calm effect through the sense of
hearing
Fake Grass
• Wide range of grass colour shade selection
• Comes in role or tiles; for easier
customization of size needed
• Offer a real aesthetic value with a real grass
• Very easy maintenance as watering and
trimming is not needed
4.5.3 PROPOSED LANDSCAPING

SELL
Property Gains = Selling Price – Acquisition Price
Selling Price = (Acquisition Price + Renovation Cost) x 20% Capital Gain
= (RM420,000 + RM100,000) x 20% Capital Gain
= RM624,000
Property Gains = RM624,000 – RM420,000
= RM204,000
Net Property Gains = Property Gains – Property Gain Tax of 30% – Agency Fee of 2% – Legal Fee of 1% & 0.7%
= RM204,000 – (RM204,000 x 30%) – (RM624,000 x 2%) – (RM150,000 x 1% + RM474,000 x 0.7%)
= RM204,000 – RM61,200 – RM12,480 – RM4818
= RM125,502
Selling of property would obtain a net property gain of RM125,502 at its minimum. Depending on which year the property is being sold, the longer it takes to sell the
property, the lower the percentage of property gain tax.
Thus, selling of property is viable for this project.
4.6 QUANTITY SURVEYING
4.6.1 RETURN OF INVESTMENT

Rent For Short Stay
Rental Yield Per Annum
= [(Rental Per Year – Maintenance Fee of 10%) / (Acquisition Price +
Renovation Cost)] x 100%
According to rental yield per annum of 6.5%,
Rental Per Year
= [(6.5 /100) x (RM420,000 + RM100,000) x 110%]
= [RM33,800 x 110%]
= RM37,180
Occupied Period
= Rental Per Year After Renovation / Rental Per Night
= RM37,180 / RM300
= 124 days
= 1/3 of a year
In order to obtain a rental yield per annum of 6.5% for short stay, the rental per
year ought to be at the value of RM37,180 and the occupied period per year is
124 days, which is equivalent to 1/3 of a year. The number of short or long
holidays per year is only about 7 times. It means that the probability of the house
being rented for short stay would only be about 7 times per year.
7 times x Average of 3-day stay= 7 times x 3 days x RM300
= RM6,300
Thus, renting the house for short stay is not viable for the project.
Rent For Long Term
= [(Rental Per Year – Maintenance Fee of 10%) / (Acquisition Price +
Renovation Cost)] x 100%
According to rental after renovation of RM1500 per month,
Rental Per Year = RM1500 x 12 months
= RM18,000
= [(RM18,000 – RM1800) / (RM420,000 + RM100,000)] x 100%
= 3.1%
According to rental yield per annum of 3.5%,
Rental Per Month
= [(3.5 /100) x (RM420,000 + RM100,000) x 110%] / 12
= [RM18,200 x 110%] / 12
= RM20020 / 12
= RM1668
In order to obtain rental yield per annum of 3.5% for long term stay, the
monthly rental ought to be at the value of RM1668. As compared to the
current rental value of RM1500, the difference is only RM168.
Thus, renting the house for long term is viable for this project.
4.6.1 RETURN OF INVESTMENT

4.6.2 BREAKDOWN OF RENOVATION COST

Superstructure
19%
Interior
18%
Mechanical and
Electrical
11%
Water Supply
2%
Sanitary System
12%
Landscape
4%
Other
11%
Consultant Fees
23%
The total renovation cost for this project is RM142,651.10, inclusive of furniture and fixture.
Excluding furniture and fixture, the total renovation cost would be RM130,651.10.
Renovation Cost
4.6.2 BREAKDOWN OF RENOVATION COST

5.0 REFERENCES
Arya, Anand S. Guidelines For Earthquake Resistant Non-Engineered Construction. Tokyo, Japan: International Association for Earthquake
Engineering, 1986. Print
Aquabarrel. (n.d.). Overview of ALL Complete Rain Containment Kits. Retrieved October 11, 2015, from
http://www.aquabarrel.com/product_rain_barrel_complete.php
Board of Engineers. (2005, July 19). A Guide to Engineering Practice for M&E Engineers. Retrieved September 14, 2015, from
http://www.bem.org.my/v3/pdf/circulars/Guide%20M&E.pdf
Cawangan Kejuruteraan Mekanikal, JKR. (2011). Mechanical System Design and Installation Guidelines for Architects and Engineers. Retrieved
October 10, 2015, from https://www.jkr.gov.my/cawmekanikal/Dokumentasi/Garis%20Panduan/Garispanduan%20Arkitek%20dan%20Jurutera.pdf
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6.0 APPENDIX
6.1 ATTENDANCE RECORDS

6.0 APPENDIX
6.1 ATTENDANCE RECORDS 6.2 MEETING AGENDA

6.0 APPENDIX
6.3 MEETING MINUTES
CLIENT-CONSULTANT MEETING 1

6.0 APPENDIX
6.3 MEETING MINUTES

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