diagrammatic report

4. The site - Ramal Villa is located in Kajang. It
is an extremely low density project with only
71 units. Apart from having a single
detached unit, the freehold and guarded
community has two other types of semi-
detached units, which are the Courtyard
and the Generations. The building style
emphasizes on modern design by having
flat slab roofs and simple facades. To
enhance greenery, rooftop gardens are also
available for each and every single unit. The
site is well circulated as it is easily
accessible from major highways where the
site are just thrown stone distance to LDP
and Sungai Besi Highway.
Introduction of site | 2

5. Locationplan
As seen from the location plan is the mentioned construction site which is located on
Lot 1609 and Lot 1621 which is connected vertically. It is flanked by two main roads
on the north & south side namely Jalan Anggerik on the north side and on the south
side, Jalan Teratal. As seen from the site plan, the only detached lot is located at the
north left corner of the site. The west flank of the site is named The Generations
which consists of 3 storey duplex units (semi detached) and whereas the rest of the
site, The Courtyard is comprising of 3 storey quadriplex units whereby 4 of the same
units are conjoined into one large single unit which whereby the rooftop garden are
combined on top. A small recreational park is located in between The Courtyard units
to enhance greenery and allowing community interaction.
Siteplan
Introduction of site | 3

7. Construction is one of the most hazardous and dangerous industry that comprises of a wide range of activities involving construction, alteration and sometimes
also repair and maintenance. Hence, risks are intrinsic in any sort of construction. Accidents such as falling from heights, injures and fatalities are likely to
happen. Hence, site safety procedures should not be taken lightly and need to be reinforce onto any construction site. Employers in workplaces need to ensure
the health and safety in every aspects while working.
SITESAFETYSIGNAGES
• Positioned at the main entry of the
construction to notify public regarding
the construction project.
• Signboards shows the name and type
of construction project, the
development firm, architect,
contractors, engineers and other
relevantmembers of the building team.
• To also act as to notify the pubic
regarding the members and people
responsible for the project.
• Positioned at main entrance of site to ensure
attention from anyone before entering the site.
• Positioned also in accidents prone area to
ensure the safety of workers.
• To act as a constant reminder regarding
restricted activities on site.
CONSTRUCTION
ORGANIZATIONBOARD
Safetyprecautions&equipment
Sitesafety
Site safety | 5

8. CONSTRUCTION ORGANIZATIONBOARD INDICATIONBREAKDOWN
• Project title
• Project proposal & specifications
• Project location
• Development firm
• Architecture firm
• Structural Engineering firm
• Mechanical & Electrical Engineering firm
• Contractors & sub contractors
• Plan permit & approval reference
• Developer license number
• Advertisement & publicity permit number
• Project execution & termination date
FRONTELEVATION
DRAWINGOFBOARD
SIDEELEVATION
DRAWINGOFBOARD
Site safety | 6

9. PERSONALPROTECTIVEEQUIPMENTS(PPE)
Personal protective equipment (PPE) is anything used or worn by a person or a construction labour to minimise the risk to the person's health or safety. These
equipment are essential in order to allow construction labour to carry out construction works smoothly and safely throughout theentire construction project.
• Form of protective eyewear, usually plastic and
transparent.
• Designed to enclose or protect the area
surrounding the eye in order to prevent
particulates, water or chemicals from striking
the eyes.
SAFETYHELMET
• A hard top helmet which serves to protect the
head from injuries from hard falling objects.
• It is also to protect the head from major
injuries such as concussion upon falling down
from a higher level.
SAFETYGOGGLES
EARMUFFS
• To act as protective gear to cover ears from
construction noise pollution which can hurt the
ears.
• Serves to also enclose the ears without
disrupting head comfort of construction
workers and at the same time shield them from
loud construction noises.
PROTECTIVE SUIT
• Usually a thick rubber like synthetic material
which covers the entire body from neck to calf.
• The suit is designed as to insulate the body
from any means of electrical conductivity and
the thickness is to protect the body from
external injuries.
SAFETYGLOVES
• Protective gear for the hand which is designed
using electrical insulated material such as
rubber.
• To protect hand from grazes and cuts during
construction and also to insulate the hand
from electrical conductivity.
SAFETYBOOTS
• To act as a protective gear for the foot. High
top design prevents the leg fromgetting cuts.
• Rubber and synthetic material in order to
prevent electrical shock and also to provide
walking comfort during construction.
Site safety | 7

10. CONSTRUCTION SCAFFOLDINGS
Scaffoldings are also considered as one of the major site safety equipment. Apart from acting as temporary support for the formworks of the buildings,
it also ensures the safety of the construction workers while allowing them to access the buildings different floors while the building is still under
construction and also to hasten the mobility and transportation of materials between floors of buildings and hence ensure the convenience and safety
of the construction workers.
SCAFFOLDINGSSETS
SCAFFOLDINGSSETUP
• Upon being set up, it serves to allow
accessibility, mobility and also ensure
convenience of workers
• Ensure convenience in transportation of
materials vertically frombottom to top.
Site safety | 8

11. HEALTH&HYGIENE
Heath and hygiene on site are one of the prime points that needs to be taken very seriously as it ensures the health of the work labour which are
essential to ensure the smooth construction process and productivity.
SANITATION
A typical toilet on site
Sanitary convenience should be taken into consideration as to ease the
workers and also to ensure the cleanliness and hygiene of the surrounding of
the construction site.
Rows of self constructed concrete
toilets on site
• Sanitary facilities and conveniences should be segregated according to
gender of users for the construction workers.
• Water are also provided for in order to maintain the cleanliness and hygiene of
the sanitary facilities on site.
• Ventilation and sufficient lightings are also needed to be present in these
facilities in order to ease convenience in these facilities.
TEMPORARYCANTEEN
Canteens are also important and essential in any construction site as it
provides food and beverages in order to maintain workforce and
productivity among construction workers and hence indirectly
maintaining efficiency and productivity within the construction site and
project.
• Condition of the temporary canteen needs to be well hygiene as it
affects the cleanliness of food and beverages being consumed by the
construction workers.
• The temporary canteen needs to also be well lit, well ventilated and
shaded as to provide comfort for the construction workers when they
are having their meals.
• To ensure cleanliness, the canteen needs to be located further away
from construction dumpster and waste and also sanitary facilities.
• The location of the temporary canteen needs to also be strategic
around the site as to ease the convenience of the construction
workers to have their meal after work.
Temporary canteen constructed out of plywood timber.
Site safety | 9

12. GARBAGECOLLECTION
Garbage collection facilities are one of the most important facilities to be present around the construction as to ensure the cleanliness and the
hygiene of the surrounding of the construction site. The garbage facilities serve to act as a dedicated space for the disposal of sanitary
wastes, construction wastes and also domestic wastes around the site such as food and beverages wastes after consumption.
Main dumping site around the
construction site without any
sort of proper dumpster
Food and beverage wastes
are being littered around the
construction site disregarding
the site cleanliness.
Temporary facilities are not well
taken care off and gradually
becomes dumping spot for
certain construction waste
Construction wastes such as
spoilt and unusable zinc sheets
are dumped randomly around
the site.
The construction site has many
random dumping spots which
cleanliness are not emphasized.
Site safety | 10

13. Bad practices are common in local construction sites due to the lack of surveillances from higher authorities and also lack of emphasis on the penalties on
certain wrongdoings.Most of the bad practices are concerning site safety and also the health and cleanliness on construction site.
BAD PRACTICES AROUND CONSTRUCTIONSITE
HEALTH & HYGIENESITE SAFETY
Construction workers are not well
equipped with safety glove while
handling and bending the
reinforcement bars. This practice is
dangerous to the workers as it will
injure the hands of the workers
while working.
Scaffoldings are not well equipped
with construction safety nettings.
This will increase the tendency of
the construction to fall from height
and also materials from falling
below.
Main dumping site is not
properly managed and
increase the chances of pests
breeding.
The canteen is situated at a
close distance from the main
dumping area which is
unhealthy and unhygienic for
the workers in terms of food
consumption.
The sanitary facilities are
not provided with efficient
water supply for cleaning
and it is not well lit and
ventilated. This is
unhygienic as it will attract
pests such as flies and in
the long run producing
unpleasant stench.
Site safety | 11

15. Site plants and machineries are mandatory in order to smoothen the construction process and also to hasten the phase and process of the construction in
order to meet the date of completion of the construction project, maintain consistency and accuracy and also to ensure the safety and health of the workers
as to avoid works from being done manually. Site plants and machineries varies from different construction projects which is also dependent on the scale of
the construction project. There are a vast range of construction plants and machineries that are used and a few of the examples are earthmoving and
excavating, lifting and vertical transportation and others.
LISTOFPLANTS&MACHINERIESUSEDONSITE
ITEM DESCRIPTION MODEL & SPECS QUANTITY
1 Lorry Daihatsu 1 ton
Daihatsu 3 ton
1 No.
1 No.
2 Crane Mobile crane – Zoom Lion 25 tons
Mobile crane Kato NK 300 III
1 No.
1 No.
3 Excavator Mitsubishi 200
Hitachi 300
1 No.
1 No.
4 Concrete mixer 10 Nos.
5 Vibrator poker 10 Nos.
6 Compactor complete with engine 1 No.
7 Vibrator engine complete with pump 1 No.
8 Bar bender & bar cutter 5 Sets
9 Scaffolding & accessories 10,000 Set
10 High pressure jet pump 2 Sets
11 Generator set 2 Sets
12 Wielding set 1 Set
Plants & machineries
Plants&machinery | 13

16. EXCAVATION&EARTHMOVINGMACHINERIES
These equipment and transportation are essential in order to smoothen and hasten the process of excavation and earthwork during the construction period on site.
Mainly, these excavators and transport used are to excavate the earth around the site and also to transport the soil and earth around at a large amount at a time.
These earth, soil and sand are also being transported by these means of transportations in order to level up the irregular site level of the construction site.
EXCAVATORS
Earth and soil from slopes and terrain are being excavated to create trenches and to even out land by these machineries.
EXCAVATOR BACKHOE LOADER
• Serves dig trenches for foundation and
also site clearing works.
• Used on site for site clearing and excavation works but usage are not as
heavy duty as compared to the excavator.
• The backhoe bucket can be substituted with various types of construction
attachments which can carry out various functions.
Plants&machinery | 14

17. Truck on site transporting the excavated earth to
designated location.
Truck releasing transported excavated earth onto
designated location on site for site levelling.
EARTHMOVINGTRANSPORTATION&HAULINGEQUIPMENTS
After the excess earth and soil from slopes and terrain are being excavated, these excess soil are being transported away to different designation around
the site either to be reuse as to even out the land or to be dump as construction waste.
• Trucks are hauling units which are used to transport excavated materials and construction wastes to
designated sites over a distance at a relatively low cost.
• Trucks being loaded with construction wastes and bulk materials such as rocks and earth by loaders.
• These hauling machineries increase efficiency of the construction process entirely and hence
smoothen the excavation and also the construction transportation process.
Construction trucks
Plants&machinery | 15

18. PAVINGMACHINERIES
These equipment and lightweight machineries
are used alongside with roadworks
machineries and equipment.
VIBRATOR COMPACTOR
• Applied on site to compact the foundation
of the soil using the vibration force
produced by the engine.
• Serves to reduce the sizes and particulates
to a denser and more compact mass.
• Enhances stability of foundation of
earthwork before the paving works
commence.
CONCRETEPLANTS&MACHINERIES
Concrete machineries are widely used in any construction as it saves costs as
compared to prefabricating and transporting it from the factory. It also eases
construction workers’ convenience as it is mobile and easy to work with
CONCRETE MIXING TRUCK
• Serves to transport and also mixing the concrete
to the construction site.
• This piece of machinery serves to maintain the
concrete in liquid state through agitation by the
turning the drum in order to prevent it from
solidifying before reaching the construction site.
PORTABLE CONCRETE MIXER
• Serves to combine the cement,
aggregate and water to form
concrete homogenously and
producing it directly on site.
CONCRETE DUMP
• A dumping spot for unusable
concrete and slump tested
concrete to be disposed.
HIGH PRESSURE JET PUMP
• Portable machine which serves to
spray mixed concrete onto
designated spot on site evenly
and efficiently.
Plants&machinery | 16

19. OTHER SITE PLANTS, MACHINERIES & EQUIPMENTS
PORTABLE ELECTRIC GENERATOR
• Serves to generate electrical supply when
there are no power supply available on
site.
• Ease convenience of workers as to utilize
it to obtain mobile electricity to operate
other machineries..
CONSTRUCTION LEVELLING
TELESCOPE (DUMPY LEVEL)
• An optical instrument used to establish or to
check the points in the same horizontal
plane.
• Serves to survey and build with a vertical
staff to measure height differences and to
transfer, measure and set heights.
BAR BENDER & CUTTER
• Used by construction workers to bend the
steel bar in various curvature for various
specific purposes.
• The excess bended bars can be then cut of
by the cutter which is also attached onto the
machine itself.
MOBILE CRANE
• Suitable for small scale construction by
which requires crane utilization without
having the need to install a permanent
tower crane .
• Easily transported to site having with little or
withoutsetup and assembly of parts.
Plants&machinery | 17

21. External works are mainly the preliminary preparation that has to be carried out in order for the actual construction works to be done smoothly. This is to
ensure the smooth process of the construction works and to provide the construction and completion of site clearance and earthwork around the designated
site boundary. External work types consist of site clearing, site levelling and excavation, designating temporary facilities and also utility connections.
SITECLEARINGWORKS
Site clearing works are mandatory and serve as the fundamental basis in preparing the site for construction. It is the process of clearing any site construction
obstruction which could be any sort of existing natural vegetation or structures by which the presence are inappropriate for the commencements of site
construction. Site clearance works mostly include the removal of vegetation such as natural trees and stumps that are within the site boundary.
Two cuts for the undercut forming a pie shaped
cut line in the base of the tree trunk facing the
direction of which the tree is intended to fall. An
backcut which is 3-5cm above the base of the
undercut is cut at right angles to the falling
direction.
In order to remove the remaining tree stump the
dozer blade is placed against the stump and a
lifting action is furthered applied onto the stump.
The tractor is backed and the dozer
blade is lowered.
The stump is tilted forward until the
roots in front of the dozer blade are
slightly lifted out fromthe ground.
The dozer blade is now inserted
under the lifted roots.
While lifting the blade, a pushing
force is applied in order to break the
stump out of the ground and hence
entirely removing the tree from the
ground.
If the tree trunk still resists falling, a wedge is
hammered into the backcut to the direction
intended for the tree to fall.
Externalworks
Step1 Step2 Step3
Step4 Step5 Step6 Step7
Externalworks | 19

22. EARTHWORK&EXCAVATION
After the procedure of site clearance works are done, earthworks are to be proceeded. Earthworks are engineering works involving the excavation and
land filling process through the constant moving, excavating, replacing, refilling and backfills bulk materials such as earth and soil on site. Besides,
excavation works are also to prepare the construction site for even and well levelled land for the smooth process of construction works to take place.
The topography and the elevation of the
terrain are studied and surveyed thoroughly.
The contour lines signifies the changes of
land in elevational views.
The cut line is then made to estimate the
amount of land to be cut and to be
backfilled with the amount of cut land.
The cut line is the marked to the intended
level onto the existing slopping land and
whereby holes are filled under the cut liens.
The marked cut lines will be removed and
to be used as filler to achieve the accurate
and efficient desired landscape..
The slopping topography to be cut or
excavated and the remaining bulk material
are used to backfill the designated the
spaced needed to be filled.
After ground has been cut out from its
original ground level, a battered surface will
form and the original ground level is
reduced to form a flat surface.
The designate zone that needs to be filled
are then filled up to the intended level, thus
producing a higher formation level as
compared to the original ground level,
hence forming a flat surface as well.
CUTTING&FILLINGUPCLOSE
Externalworks | 20

23. Site securing is important and essential as to avoid theft around the construction site and also to ensure each and everyone safety surrounding the
construction site, construction workers or public citizens alike. Apart from that designations are also an important point that should not be taken for granted
as the location of facilities are important to ensure the convenience of the construction worker and indirectly affect the progress and efficiency of the
construction project.
1. Toilets & Lavatories
2. Site offices & meeting room
3. Materiality storages
4. Staff & visitor carpark
5. Vehicle and machinery wash
6. Temporary water supply tank
7. Bar bending station
8. Cementstorages
9. Canteen
10.Scaffolding and timber formwork
storages
11.Workmen hut
12.Dumpsite
Construction organizational
sign board and safety
signboard.
CONSTRUCTION
SITE LAYOUT
LEGEND
Hoarding entry and fencing
surrounding the site to ensure
safety.
Coarse aggregate storage
Fine aggregate storage
Portable concrete mixer
Electrical Substation
SITESECURING&DESIGNATIONS
Externalworks | 21

24. SITESETTINGOUT
Site setting out is also considered as one of the major, essential and important preliminary works that needs to be carried out in order to allow the
commencement of construction works. Setting out is basically the establishment of the marks and lines to define the site boundary, the definite position
and also the level of the construction elements for the construction works to be proceeded with efficient and accurate reference to them.
• The temporary bench mark or the site datum post (1) is being set up as the
main reference point of the rest of the set up points.
• The base line is then being set up with reference to the datum post and on
the other hand acting as the reference line itself to all other setting out lines
and points by which all can be related.
• Corners posts are then set up in order to mark the main building boundary.
ON SITE DETACHED LOT SETTING OUT PLAN ON SITE DETACHED LOT FOUNDATION
TRENCHES SETTING OUT PLAN
• After the site setting has been carried out accurately. Profile
boards are being set up along all corners of the building.
• This step is to ensure the accuracy of the width of the walls
later on and also the width of the foundation trenches that is
to be excavated before the commencement of foundation
works. Externalworks | 22

25. ON SITE DETACHED LOT SETTING OUT PLAN
DETAILS CLOSE UP
ON SITE DETACHED LOT FOUNDATION
TRENCHES SETTING OUT PLAN DETAILS
CLOSE UP
1. TEMPORARY BENCHMARK
/ SITE DATUM POST
Detailed drawings below are to be viewed with reference to the setting
out plans previously.
Detailed drawings below are to be viewed with reference to the
setting out plans previously.
2. CORNER POSTS
3. BUILDERS’ SQUARE
Act as a standard measurement tool
in order to measure and indicate an
accurate perpendicular angle (90
degrees) upon setting out at corner
posts.
1. TYPICAL PROFILE BOARD
2. FOUNDATION TRENCHES
Externalworks | 23

26. FOUNDATIONTRENCHESEXCAVATIONWORKS
The excavation works for foundation and trenches are mainly to establish the size, shape and direction of the entire building frame. Besides, these
foundation trenches are also essential as it also serves to ex=stablish the width and position of the walls using the profile boards that has been set up
as guidelines and reference points.
A temporary site datum post is being
set up at a strategic spot as to act as
reference point.
A tripod holding the construction levelling telescope (dumpy level) is used to obtain perpendicular
angles with the help of the plumb rod being attached onto the corner post or with the help of a site
datum.
OR
The well levelled telescope will be
then used to act as surveillance in
order to make sure the profile boards
are well levelled.
Step1 Step2
Step3
Step4 Step5
Externalworks | 24

27. TEMPORARY FACILITIES&SERVICES
These basic facilities ad services are mandatory to be present before the actual construction works proceed. The contractor are assigned the responsibility
to consider thoroughly the types of all temporary facilities and services required in order to smoothen the construction process. Services such as personal
sanitation and food and beverages are also the basic requirements which are to be present in the construction site. These facilities and services can range
from infrastructures to basic work facilities and services.
HOARDINGS
These hoardings which surrounds the site boundary
serve to secure the sit perimeter and to prevent noise
and also dust and construction waste to obstruct
adjoining properties
CROSS SECTION OF A TYPICAL HOARDING
CONSTRUCTION
ORGANIZATIONAL SIGN
BOARD
Displays and notify the public
regarding the information of the
construction project and also to
notify the public regarding the
presence of the construction site at
that particular area.
SITE OFFICE & MEETING ROOM
To hold meetings directly on site between the building
team in order to save time and solve construction issues.
VEHICLE & MACHINERY WASH
To ensure the hygiene and cleanliness of the transport
and vehicle before exiting the construction site to a
public and non construction area.
Externalworks | 25

28. BAR BENDING & CUTTING STATION
Serves as a workplace dedicated for
construction workers to bend and cut
reinforcement bars for particular construction
purposes.
SCAFFOLDINGS
Serves as a temporary structure to support the
formwork of the construction and also to ease
the construction workers vertical mobility
around the building during construction works.
MATERIALITY STORAGES
A dedicated place to store construction
materials such as cement, aggregate and also
building accessories in order to protect the
materials and accessories from damage due to
weather.
TEMPORARY CANTEEN
A space designated for the construction
workers to have their meal while taking a break
from construction works.
WORKMEN ACCOOMODATIONS
Space dedicated to house and accommodate
workers to stay and rest throughout the entire
construction project phase last.
Externalworks | 26

29. SANITATION FACILITIES
To provide comfort and relief fro the
construction workers and at the same
time serves as a dedicated spot for
sanitation purposes which ensure on
site hygiene and construction workers
health.
ELECTRICAL SUPPLY
To provide constant flow of electricity in order for the
operation of machineries to be carried out smooth
and constantly without jeopardizing the work
efficiency and productivity.
PORTABLE ELECTICAL SUPPLY
To accommodate for far range usage of
electric supply as to enhance
convenience for the workers to operate
the machineries during power outage or
to work at a further range of reachability
within the construction site..
Externalworks | 27

30. SLUMPTEST
Slump test are also one of the major point that should not to be taken for granted as it is once of the most significant task and procedure of
external works. Slump tests serves to examine the mixture and quality of a batch of premixed concrete and hence to determine its suitability of
usage for construction works .
BASIC SET UP FOR SLUMP TEST
COLLAPSED
SLUMP
SHEAR SLUMP
ZERO SLUMP TRUE SLUMP
Detailed drawings above indicating different types of slumps produced. Out of all, only the concrete batch being
determined as true slump is qualified and suitable to be proceed onwards to be used for construction works. The rest of the
concrete batches are either too liquid or too solid in state which are unsuitablefor construction.
Construction worker carrying
out slump test and measuring
the height of the slump in order
to determine the suitability of
the batch of concrete.
Externalworks | 28

31. SLUMPTESTPROCEDURE
The slump cone is dampen and is
filled with 1/3 full by volume and rod
25 times with a tamping rod.
The cone is further filled with 2/3 by
volume. This layer is rod 25 times
penetrating through by not all the
way through the bottom layer. The
rodding action is distributed evenly
over the entire cross section of the
layer.
The cone is later then filled till it
overflows. This layer is again rod 25
times with rod penetrating into but not
directly through the second layer. The
rodding is again distributed evenly
across this entire cross section of the
layer.
The excess concrete from the top of
the cone is then removed using the
tamping rod as a screed. The
overflow base of the cone is also
cleaned.
The cone is then lifted vertically
immediately with slow, even motion.
The cone must be ensured to not be
tilted in anyways throughout this
process. The withdrawn cone is
then inverted and place next to the
slumped concrete without touching
it.
A straight edge is laid across the top of the cone.
The amount of slump in inches is then measured
from the bottom of the straight edge to the top of
the slumped concrete at a point over the original
center of the base. The examination should be
completed at an elapsed time of mot more than 2
½ minutes. The concrete is then discarded and
shall not be used to perform any other tests.
Externalworks | 29
Step1 Step2 Step3
Step4 Step5 Step6

33. CONCRETE:
The quality of concrete is
good and fast, with the
characteristic cube
strength and addition
water to cement with a
ratio of 0.45 to provide
optimal compressive
strength
STEEL:
Wieldable steel for
reinforcing concrete,
coiled to provide tensile
strength
Shallow piled foundation is used for the particular site. Piling is a more suitable foundation for this structure rather than the rafting foundation because the
structure is a three storey semi detach house with a soil condition that is not hard and also very stable. Also, it is able to withstand the load capacity of the
semi-detached house. Raft foundations are more potentially used for unstable type of soil or soils that are highly compressible .
Foundation of a structure is always constructed below the ground level so as to increase the lateral stability of the structure. It includes
the portion of the structure below the ground level and is built, so as to provide a firm and level surface for transmitting the load of the
structure on a large area of the soil lying underneath. The solid ground on which the foundation rests is called the Foundation Bed.
REINFORCEDCONCRETE PILE
PILING FOOTING
(SITE)
RAFT FOOTING
(REFERENCE )
MATERIALITY:
foundation
TYPES OF FOUNDATION
Foundation | 31

34. MACHINERYANALYSIS
HYDRAULICPILINGMACHINE
Back stay : transfer the counterweighttension from the leader
towards the ground to stabilize the drive
Crane : lift and hoist the pile
Diesel pile hammer : create the magnitude of force to drive the
pile by inducing downwards momentum in the metal ram.
Leader : provide vertical attachment to supportfor the pile
hammer
Helmet: to distribute the force from the hammer to the pile evenly
and prevent damage
1: noise pollution,affecting human and
animals sleeping quality and patterns,
sensitive devices and induce sensory-
related illness
2. Pose structural damages such as
settlements to nearby natural or
man-made structure due to
propagation ofintense vibration
Top Sheave
Leader
Diesel Pile Hammer
Crane
Helmet
Back Stay
Pile
HYDRAULIC PILING
HAMMER SECTION : ( 4 )
Foundation | 32

35. PILECAPSPECIFICATIONS
ONE PILE CAP TWO PILE CAPS
THREE PILE CAPS FOUR PILE CAPS
PILING LAYOUT IN A
SINGLE UNIT A pile cap is a thick concrete mat that rests on concrete or timber piles that have been
driven into soft or unstable ground to provide a suitable stable foundation. It usually forms
part of the foundation of a building, typically a multi-story building, structure or support
base for heavy equipment. The cast concrete pile cap distributes the load of the building
into the piles. A similar structure to a pile cap is a "raft", which is a concrete foundation
floor resting directly onto soft soil which may be liable to subsidence.
Piles
intersecting
two separate
points.
Pile
Pile cap
Reinforced concrete
Ground beam to
support the walls
Pile cap
Foundation | 33

36. Ends of the piling pipe The reinforce steel is placed
before filing up the concrete
bar foundation.
Hydraulic Pile machine
hammering down the pipe pile
PILINGPROCESS
Form and layout
Timeframe
Investment
Underground Water
Condition
Construction method
Building Code
Requirements
Factors to avoid
duringpiling process
Exceeding Load
Excessive Moisture
Intense Vibration
Plumb Error
Considerations
before design piling
specification
Foundation | 34

38. GRADE BEAM
BEAMS
A beam is a horizontal structural element that is capable of withstanding transverse loads (floor slab/roof slab) primarily by resisting bending. They transfer
all the loads including its self weight to other structural elements below (columns/walls). In other words, a column is a compression member.
The grade beam used at the site was of reinforced concrete, and it was positioned horizontally at ground level to support the superstructure, transferring
the load to the piles below.
Pile caps are interconnected with grade beams
and ground slab to ensure lateral forces can be
distributed to all the piles.
The piles and grade beams of the building at our site work in conjunction to elevate the
structure, provide vertical and lateral support for the elevated home, and transfer loads
imposed on the elevated home and foundation to the ground below.
Beams&columns | 36

39. GRADE BEAM
Construction Process
Reinforcement andFormwork
Footings and grade beams must be reinforced to resist the
moment forces that develop at the base of the piers due to the
lateral loads on the foundation and the elevated home
After the piers have been drilled and poured, trenches are dug for the grade beams. Wood is used to create
formwork and steel reinforcing is placed inside the formwork. The reinforcing from the pier is tied to the
reinforcing in the grade beam.
Grade beams must be a minimum of 200mmby 600mm with 2 – 15M bars top and bottom.
An acceptable void form must be
placed under all grade beams.
Beams&columns | 37

40. Both ends of the beam are rigidly fixed into the supports. Main
reinforcement bars and stirrups are provided.
FixedBeam
Reinforcement
Steel bars are added within the concrete beams to
provide extra strength and support to the beam itself.
Above is the reinforcement configuration of the concrete beam
to handle tension and sheer load.
CROSS SECTION
OF REBAR
Beams&columns | 38

41. Beam
formwork
• Beam soffit must be thickened timber or strengthened plywood.
• Beam sides 18mm plywood or 25mm boards, with studs (cleats) at 500 to 600mm
centres. Deep beams (over 600mm) should have walkers and ties.
• Use angle fillets in the beam side to soffit joint where possible.
Beams&columns | 39

42. Beam
Construction process
Step1
Erect the props and support, set up
the soffit of the beam.
Step2
Construct formwork for the side
of the beam.
Step3
Place the steel reinforcement.
Step4
Erect the other side of the beam
formwork, and complete with struts
for extra support.
Step5
Pour the concrete into the
formwork.
Struts
Concrete filling
Beams&columns | 40

43. Ground floor
First floor
Second floor
COLUMNS
A column is a vertical structural elementthat transmits, through compression,the weightof the structure above (the ceiling/roofslab) to
other structural elements below (foundation).In other words, a column is a compression member.
Reinforced concrete columns
Sizes of the columns
The sizes of the
concrete columns on
site differ from one
floor to another. The
bottom most floor has
a more thorough
reinforcement, and is
larger in size due to
the amount of load
and weight that it will
have to withstand.
For design purposes, the columns are separated into
two categories: short columns and slender columns.
These columns are prone to face different kinds of
failures.
Failures ofcolumns due to sizes
Beams&columns | 41

44. Column
Formwork
Concrete formwork is the temporary structure builtto support and confine concrete until it hardens.Formwork refers to vertical forms used to form walls and column.
It consists of the following:
Side & End Planks, Yoke, Nut
& Bolts. The two end & two
side planks are joined by the
yokes and bolts.
Adjustable
steel clamps
Plan and elevation of
column formwork
The four panels are joint by clamps that
help tighten them to build the
formwork.
Beams&columns | 42

45. Columns
Reinforcements
Concrete is strong when compressed, but they need to be somewhat elastic to
regain their height after being compressed by live loads (people), and if they’re
turned to twisted by dynamic loads (wind/earthquake). Concrete columns must
always have steel reinforcement because they are subject to bending.
The columns on site are composed of concrete with an embedded steel frame to
provide reinforcement.
formwork
Bracing
Column bracing maintains the accuracy of the column form
position and plumb so that it is within tolerance. It is able to
withstand results of forces acting on either the column formwork
or the bracing.
On site: Bracing is applied to support the formwork of columns
Beams&columns | 43

46. COLUMN
Construction process
Step1
Place the reinforcement on the
ground, and pour the concrete
Step2
Set up the panels around the
steel bars and bind them
together with steel clamps
Step3
Brace the formwork
Step4
Pour the concrete into the
formwork.
Beams&columns | 44

48. When constructing the floor system it is important to take the type of flooring, the laying of
pipes and reinforcement into consideration. The type of flooring in a house must be
adequately supported by the flooring structure below. Floor systems are the horizontal surface
of a room or interior space and its supporting construction. Floor systems must support both
live loads and dead loads which then transfer to the supporting beams, columns or
loadbearing walls.
Concrete slab are common foundation or floor systems in many parts of the world. Particular
in warmer climates with soils that are stable. Concrete slabs are plate structures that are
reinforced to span either one or both directions of a structural bay.
A building concrete slab consists of (from ground up) 4” of sand, gravel, or crushed stone; a
layer of 6 mil polyethylene used as a vapor barrier . A layer of wire mesh embedded in the
concrete.
One way slab is supported on two opposite side only thus structural action is only at one direction. Total load is carried in the direction perpendicular to
the supporting beam. If a slab is supported on all the four sides but the ratio of longer span 1 to shorten span is greater than 2, then the slab will be
considered as one way slab. Main reinforcement is provided in only one direction for one way slabs. One way slabs are designed for flexure and shear
on a per meter width basis, assuming that they act as a series of independent strips. Thus one-way shear in slabs is often referred to as beam shear,
and design for flexure and shear is carried out using a beam analogy.
Ground floor slab is built on a compacted hard ground
supported by beams.
One way slab and beam
slab
ONEWAYSLAB
slab | 46

49. SLABSSUPPORTINGBYBEAMS
One way slab supported on beams on all four sides
One way slab supported on beams on two sides
• Provides useful flat surface
• One way slab may be used when there is architectural
limitations
• It is the simplest form of slab design
• Main reinforcement placing is one way, so there is a little
congestion than two way slab.
When a slab is supported only on two parallel apposite
edges, it spans only in the direction perpendicular to two
supporting edges. Such a slab is called one way slab. Also,
if the slab is supported on all four edges and the ratio of
longer span(ly) to shorter span (lx) i.e ly/lx > 2, practically
the slab spans across the shorter span. Such a slabs are
also designed as one way slabs. In this case, the main
reinforcement is provided along the spanning direction to
resist one way bending.
APPLICATIONSOFONEWAYSLABS
BEHAVIOROFONEWAYSLAB
slab | 47

50. The slab above ground floor is known as intermediate slab. It usually takes 7-14 days for concrete slab to cure. But for intermediate
reinforced concrete slab it requires formwork for temporary support while
the concrete is wet, which delays the construction process for
approximately 7 days. The intermediate floor includes an intermediate floor
layer including an elastic and resilient material. Intermediate floor slab is
usually cast between 100-300mm, depending on the live and dead loads
asserted on the slab.
Slab formwork and shoring
Fresh concrete must be shaped and supported by formwork until
it cures and able to support itself. Moreover, temporary supports
called shoring are used to support beam and slab forms.
INTERMEDIATE SLAB
slab | 48

51. Step3
Concrete class is cast on top of the wire reinforcement
with the formwork acting as a mould. The concrete is
then spread by until the form is full and even. The ground
taxes 1-2 days to cure and after curing of 14 days, the
formwork are then removed.
Step1
The desired area for ground of a site is excavated and
compacted, the hole is usually larger than the slab for
formwork to fit in the hole.
Step4
Scaffolding and shoring are placed on the ground floor to
support the timber centering of the first floor. The
formwork of the first floor is installed on the timber
centering.
Step5
Concrete is then casted into the formwork that holds the
welded wire reinforcement in place. Finally, a layer of
concrete is casted on top of the reinforcement and an
intermediate slab is formed.
Step2
Formwork is installed around the compacted hardcore.
Welded wire reinforcement is layered on top of the damp
proof membrane.
CONCRETE GROUND AND INTERMEDIATE FLOOR SLAB
Construction process
slab | 49

52. SLABDETAILS
• Formwork for slabs and beams consists of sole plates,
wedges, props, head tree, planks, batten and ledgers.
• Beam formwork rests on head tree.
• Slab form work rests on battens and joints
• If prop height are more than 8’ provide horizontal braces.
A beam-and-slab system, with a one way slab, and beams cast
compositely with the slab, is a highly efficient floor system.
Ground floor depth usually varies from 100-300mm, depending on
the ground bearing capacity and also the live ad dead load.
Formwork for concrete beams and slabs
slab | 50

54. TYPESOFWALL
A wall in general, is rows of bricks stacked vertically to a certain height. Walls are important element in a building as it not only bears the load of
the home; it also serves as a divider between spaces. They are also sound barriers and fire walls that protect the interior space of a building.
Bears load resting upon it by conducting its weight to a foundation
structure. The materials most often used to construct load-bearing
walls in large buildings are concrete, block, or brick.
Does not support any gravity loads from the building hence doesn’t
bear any weight besides its own.
1. Roof spans between external walls and internal load bearing wall.
2. Floor spans fromexternal wall to internal load bearing wall.
3. Load bearing wall transmits part of roof load to foundation.
4. Load bearing wall transmits part of roof and floor load to
foundation.
5. Roof spans fromexternal wall to external wall..
6. Floor spans from external wall to external wall.
7. Non load bearing walls built off floor surfaces.
8. External load bearing walls transmit part of roof and floor load to
foundation.
Load
Load Bearing Wall
Non- Load Bearing Wall
Legend:
Wallsystem
Load bearing wall Non Load bearing wall
walls | 52

55. Step5
Tap it into place until the top edge of the brick lines up exactly with the fishing
line guide..
Step6
Scrape away any excess mortar that has been squeezed from between the
bricks as you go before it dries and hardens. Ensure that you remove the
mortar before it hardens.
Step8
Once the corners are built,simply move the fishing lineup, row by row, and fill
in the spaces between the corners. Because your bottom row is level and
your corners are vertical, your whole wall is sure to be level and vertical.
On-site:
Fishing lines are
extended at
corners to indicate
levels. During brick
layering process.
Step7
Use a spirit level to check that the row is level and to ensure that the corners
are vertical (i.e. straight up and not leaning in or out).
BRICK-LAYERING PROCESS
Step1
Bricks must be laid on a concrete slab or foundation.
Step3
Place enough mortar to lay 2-3 bricks at a time.
step4
'Butter' each new brick by applying mortar onto the end of the brick
before placing it hard up against the preceding brick and into the
mortar bed. .
Step2
Start by building the corners. To lay the first course of bricks, use
your trowel to spread mortar onto the concrete surface. Use a
fishing linestretched tight between the corners to lay the first row
of bricks. The back top edge of every brick laid must be exactly
in linewith the fishing line.
walls | 53

56. TYPESOFBRICKUSED
Cement SandBrick
üEconomical friendly
üUneven surface thus requires plastering
üOffers excellentstrength as a load-bearing member.
CommonBurntClayBrick
üUsed in general work with no special attractive
appearances
üRequires plastering and rendering
üThermal and acoustic insulation
üFire resistant
On-site:
Party walls (fire wall) are builtusing burnt clay brick due to
its fire resistant property. The rest of the walls are built
using cement sand bricks because it is more economical.
On-site:
Bricks at the top of the non bearing walls are arranged
diagonally to fill up the space at the top of the wall.This is
a bad exercise in construction as it weakens the wall
greatly.
On-site:
Walls are chased after builtto run electrical wires and
power points.This is done before plastering process.
walls | 54

57. PLASTERINGPROCESS
Step1
When plastering walls, try to avoid working in the direct sun or drying
winds. Plaster needs to retain its moisture for as long as possible.
Step2
Load your hawk with plaster mix and scoop it onto the steel trowel.
Apply to the wall with pressure.
Step5
Wet the leveled plaster with water (flicked lightly with a brush), then
use a float to smooth the surface.
On-site:
Metal brackets are installed to ensure straight edges when walls are
being plastered. Thickness of plasters are also marked to ensure
even plastering work.
Step3
Plaster small areas at a time. A whole wall should be completed in one
operation.
Step4
Once the plaster starts to stiffen, level the surface by pulling a straight
edge over the plaster with a sawing motion.
Step6
Cover the plaster area with plastic or use a fine spray of water to keep
it damp for as long as possible (up to 7 days).
walls | 55

59. Stairs are the conventional means of vertical access between floors and different levels in buildings. Stairs are a series of steps, each elevated a
measured distance, leading from one level of a structure to another. It should be constructed to provide ready, easy, comfortable and safe access up
and down with steps that are easy to climb, within a compact area, so as not to take up excessive floor space.
TYPEOFSTAIRS
2 parallel flights of straight stairs joined by a landing
that requires 180 degree turn in the walk line.
Half-turn staircases are also a variety of staircases
with straight flights. Just like quarter-turn stairs they
also have a landing, but here it changes a direction of
the flight by 180 degrees already and also serves as a
place for rest when moving. The landing divides the
staircase into two, thereby reducing quantity of treads
in one flight, and makes walking more comfortable.
Staircases of this type are very convenient, functional,
and safe.
COMBINATIONOF
OPENANDCLOSE STAIRWAY
The staircase is sandwiched between
a wall and a open stairwell.
The double quarter turn or double quarter landing
allows the stair case to turn through 180 degrees. This
is achieved by turning 90 degrees on two large square
steps or landings.
staircase
HALF-TURN STAIRCASE DOUBLE-QUARTER TURN
STAIRCASE
staircase | 57

60. The staircase connects the 3 floors. The
construction of the staircase is easy as it is
continuous fromthe lowest level.
Stairwell is formed between the two parallel flight of stairs.
STAIRWELL
STAIRWELL
SECTION DRAWING OF STAIRS
staircase | 58

61. STAIRSTERMINOLOGY
The headroom is sufficient for the user with a height clearance of 2.2m.
The rise is constant so that it is safe for the user. A width of
RISE,THREAD&HEADROOM
staircase | 59

62. FORMWORK&PROCESS
Formwork is the molding into which wet concrete is poured to give the user greater control over the exact shape of the finished, cured concrete.
Formwork can be built with almost anything but is most often built with a combination of timber, plywood, and steel or aluminum hardware.
Formwork can either be dismantled after the concrete has cured to an acceptable level, or it can be left to remain embedded on a permanent basis.
The basic concept of formwork is the creation of “walls” that will sand-which concrete poured between them.
Step2
Bracing
Step8
Pouring the Concrete
Step4
Reinforcement added
Step5
Installing Steps
Getting the Formwork Right
Step3
Assembling Form
Pouring concrete into the
mold. Concrete is
applied from the top till
the bottom of the stairs.
Concrete poured is left
to dry and harden.
The framework is being
removed.
Step1
staircase | 60

63. CONCRETESTAIRCONSTRUCTION
Concrete stairs span between landings. Where there are loadbearing walls around the stair, it is generally economic to build. The landings into the
side walls as one-way spanning slabs and construct the flights as inclined slabs between the landings. Concrete staircases are especially popular
as it lasts longer relative to wooden staircases and is cheaper than installing staircases constructed from metallic materials. When designed
correctly, a concrete staircase is not only functional but can also add aesthetic value to the overall design of the building.
Picture shows how the staircase is built into the wall.
InclinedSlabStair
staircase | 61

64. CIRCULATION
STANDARD REQUIREMENTS
Minimum requirements
Thread : 225 mm
Risers: 180 mm
( less than or 16 risers per flight )
Width of thread: 900 mm
( measured from outside the stringer )
Landings provide well-needed resting stages or a platform that
allows others to pass, enabling less mobile users to move at their
own pace.
Two landings as resting platforms.
The width of the staircase is wide enough to
promote two way circulation.
40
Steepness of the stairs constructed is roughly 40 degrees.
The inclination is safe and comfortable for the users.
staircase | 62

65. COREDRILLEDANDGROUTED
HANDRAILDETAILS
900mm to 1m above the pitch lineof the stair.
Start 300mm before the first step and end at the top step.
Grout is a particularly fluid form of concrete
which is used to fill gaps. Railing post is directly
drilled into the cement stairs.
Recommended installation method for all in-ground
rails and railing to be installed permanently into a
concrete slab.
Measure and mark
installation location of
railing posts.
Drill 3” diameter x 4”
deep core in concrete
for each post location.
Fully insert into hole and
make sure it is properly
aligned and level.
Fill the hole with grout.
The height of the railing is at 90cm which is safe for the users.
staircase | 63

67. WINDOWS
A window is an opening formed on a wall or roof primarily to admit daylight through some transparent or translucent material. Windows provides
controlled natural ventilation to buildings and make a major contribution to the visual appearance ofbuildings.
SLIDINGWINDOWS
Open with the sash sliding left or
right. Sliding windows are easier
and faster. In a single slider, one
sash slides to open. In a double
sliders are create for providing air
circulation.
CASEMENTWINDOWS
Hinged at the side and open
outward like a door. It looks like a
picture window because unlike
double hung or sliding windows. A
casement window has no rail,
some casement windows are
simply pushed open but most have
a hand crank
AWNINGWINDOWS
Hinged on top and open outward,
enabling ventilation without letting
in rain or falling leaves. Screens
are on the inside of the window,
where they are more protected
from the elements.
FIXEDWINDOWS
Open with the sash sliding left or
right. Sliding windows are easier
and faster. In a single slider, one
sash slides to open. In a double
sliders are create for providing air
circulation.
B
A
C
D
WINDOWS anatomy
Doors&windows | 65
Frame
Sash
Glass
Jamb
Mullion

68. INSTALLATIONMETHODOFALUNIMIUMFRAMES
Step1
Clean the opening. Ensure it is dry
and free from dirt, oil and debris.
Step2
Apply water resistant coating to the
masonry. Extend the coating into
the opening on all four sides.
Step3
Confirm the opening is plumb,
level and square. Measure and
mark the opening where the
interior of the new doors will be
placed.
Step4
Secure clips to the window frame.
Step5
Done.
Doors&windows | 66

69. DOORS
A door is a solid barrier that is fixed to a frame in an opening in a wall to hinge, pivot or slide open (or to close). The door opening, doorway, allows
access and egress from building and between rooms, compartments and corridors. As a component part of a wall, the door and its frame are
integral to the overall performance of the wall.
POCKET DOOR
A pocket door is a sliding door that
disappears, when fully open, into a
compartment in the adjacent wall.
Pocket doors are used for architectural
effect, or when there is no room for the
swing of a hinged door
FLUSH DOOR
A flush door is a completely
smooth door, having plywood or MDF
fixed over a light timber frame, the
hollow parts of which are often filled
with a cardboard core material. Skins
can also be made out of hardboards.
SLIDINGDOOR
A sliding glass door or patio door, is
a type of sliding doors in
architecture and construction. It is a
large glass window opening in a
structure that provides
access from indoors to the
outdoors. Helps in air ventilation
and natural lighting entering the
building.
TIMBERDOOR
A door constructed with panels, usually
shaped to pattern and is installed
between the stiles and rails that form
the outside frame of the door. As a
main door for the building.
DOORSANATOMY
Doors&windows | 67

70. INSTALLATION METHOD OF DOORS FRAME
Step1
Verify and confirm the door location
and the dimensions of the rough
opening.
Step2
Confirm the opening is plumb,
level and square.
Step3
Measure the width and height
of the opening.
Step4
Lintel placed on the top of the doors
to support the following bricks wall
construct.
Step5
Pre-drill and fasten the treated.
Step6
Done.
Doors&windows | 68

72. Roof is an assemblage to provide cover for homes, buildings, and commercial, industrial, and recreational areas. Roofs are constructed in different forms and
shapes with various materials. A properly designed and constructed roof protects the structure beneath it from exterior weather conditions, provides structural
support for superimposed loads, provides diaphragm strength to maintain the shape of the structure below, suppresses fire spread, and meets desired aesthetic
criteria.Modern roof construction usually consists of an outer roofing assembly that is attached atop a deck or sheathing surface, which in turn is supported by a
primary framework such as a series of beams, trusses, or arches.
Section of the top roof
Mono pitched roof
Flat roof concrete
Roof top plan
MONOPITCHEDROOF
A single-sloping roof surface and
often not attached to another roof
surface. It is usually for storage.
Characteristics:
- Simple installation
- Low maintenance
- Low cost
- Drain away rainwater
FLATROOF
A roof which does not exceed 10° to
horizontal
Characteristics:
- Lightweight
- Wind resistance
- Easy access for gutter system
- Space for placing equipment
- Easy to maintain
TYPESOFROOF
roof
roof | 70

73. STRUCTURE
THEPURLINROOF
The purlin roof consists of both rafters and purlins. The ridge purlin is supported by posts. The rafters act as simple supported beams between
the purlins, either with or without cantilever. Purlins must be supported by load bearing walls or by structural beams and any horizontal thrust
from the purlin must be catered for. the strut and its associated connections and supports should be of adequate size and strength to resist
buckling and to carry the appropriate loading.
PURLIN
Any horizontal
structural members
FASCIA BOARD
Long, straight board that runs along the
lower edge of the roof. The fascia is
fixed directly to the roof trusses and
usually does all the work of supporting
the bottom row of tiles and carrying all
the guttering.
RAFTERS
Structural members (beam) that support
the roof deck and associates the load
L SHAPED
ANCHOR
BRACKET
Secure the rafters to
the roof beam
roof | 71

74. INSULATIONThermal insulation in a building is very important to even the temperature of the
spaces within the buildings. The purpose of insulation is to provide resistance
flow of heat and reduce unwanted heat loss or gain.
Metal roofing
Double sided sisalation foil
Ventilation space
Metal roofing
Purlin
Double sided sisalation foil
Rafters
Ceiling lining
GUTTERSYSTEMA gutter system is part of the roof. It consists of strainer, outlet, offset,
elbow, downspout and etc. The main purpose is to protect a building's
foundation by channelling water away from its base. The gutter also
helps to reduce erosion, prevents leaks in basements and crawlspaces,
protects painted or stained surfaces by reducing exposure to water and
provides a means to collect rainwater for later use.
Double sided sisalation foil
Metal roofing
Anchor bracket to roof beam
Gutter w/ domes roof outlet
Vistaboard
Brickwall with plaster on both sides
Gauge to fascia board
Stopened outlet
Running outlet
Downpipe
Offset bend
Pipe socket
Shoe
Gutter angle
Theadvantages ofinsulation
• Control the internal temperature of the building
• Prevents moisture being introduced into the ceiling by outside
weather conditions such as rain, humidity or precipitation
• Decrease the effects of damp which may lead to serious
illnesses and structurefailure
• Fire retardant that improves fire safety
• Energy efficient as it reduces the amount of energy required to
cool a building and decrease electricity usage
roof | 72

75. CORRUGATED METAL ROOFING (SITE)
Metal roof decking is corrugated to increase its stiffness. It is designed for pitched, flat, or arched construction on virtually all
types of buildings. Roof deck is popular because it is strong, lightweight, economical, and easy to install. Therefore, the smaller
columns are used to support the structure in residential houses.
CORRUGATED METAL DECK
Advantages:
• Lightweight and reduce the load
• Reflects solar heat and can cut back
on cooling costs immensely
• High durability
• Low maintenance
Disadvantages:
• Noisy in the event of heavy rain
• Higher cost
Fastener arrangement
Reason using screw
as fastener:
• Faster to install
• Consistent screw installation
streamlines the inspection
process with no special
inspections
• Save time and money with
painted decks
• No need to repaint or touch up
from welding
• Reduce costs by eliminating
the need for welding leads,
welding rod, portable welders,
fuel, and certified welders
roof | 73

76. Gaps for
draining
water
Batten
TILESROOF(REFERENCE)
Roof tiles can be an alternative for the metal roof of the selected site. It is also designed to drain away the rainwater as the overlapping of the tiles
prevent rainwater fromdripping into it. Materials such as clay, fibre cement and concrete are used for the roof tiles.
Where the tiles meet the gutter is called the eaves. An eaves course of tiles is normally shorter than the rest of the tiles used and is normally
invisible when the roof is complete as it is fully covered by the layer of tiles above. It is there to provide a second layer of tiles for waterproofing.
Concrete tiles roofing
Steel battens
Roof joist
Singlesided sisalation
Ceiling runner
Fascia board
Dome water outlet
Vertical downsprout
Waterproof fibrous plaster ceiling
The concrete roof tiles are nailed to roof
battens running parallel to the roof eaves.
Gaps are left in the battens so that water
passing through the tiles drains down to the
eaves, and a waterproof membrane is below
the battens.
Hurricane clips are recommended or often
required by local building codes in hurricane
prone areas.
The clips are fastened to the roof deck,
usually with multiple fasteners, and clip to
edges of the roof tiles. In high wind and
hurricane areas the number of fasteners is
also increased.
TYPESOFTILES
Alternatives for the metal decking
Nail holes
FLATSINGLETILES
Nail holes
Interlocks
FLATINTERLOCKING
INTERLOCKING TILES
Nail holes
Interlocks
Reinforcing ribs
Water courses
Nail holes
roof | 74

77. INSTALLATIONPROCESS
Step1
Steel rafters are individually installed on the site.
Each of the steel rafters are secured with bolts.
Step2
Double sided sisalation foils are placed on the
rafters as heat insulation.
Step3
Metal decks are installed by screwing through
the edge of the roof.
SITE
(CORRUGATED METAL ROOFING)
REFERENCE
(TILES ROOFING)
Step1
Steel rafters are individually installed
on the site. Each of the steel rafters
are secured with bolts.
Step2
Single sided sisalation foil are placed on
the rafters as heat insulation.
Step3
Steel batten are installed horizontally to
hook the tiles in secure.
Step4
Tiles are then hooked on the
batten to cover.
Here are two differentinstallation processes based on different types of roof. One obtained from the site and the other as a reference.
roof | 75

79. Upon completing this Building Construction project over the span of two months, we were given multiple opportunities to expand our knowledge
on building construction. We had the chance to visit a construction site, as well as learned the construction process of erecting a building. We
were brought around by the site manager, and were explained little details of the construction site as well as experiences that he has gone
through. Due to the site being an ongoing construction site, we followed the safety specifications that were given, we brought our own safety
helmets and wore safe covered shoes and long pants to ensure our own safety. We got to witness different processes of constructions, such as
wall plastering, roofing, construction of stairs, wood framing of doors and constructions of all other sorts.
Upon doing researches we also came to realize that from the site that we visited, certain inappropriate practices were implemented, and some
construction methods not properly applied. We have learned to be more aware the consequences, and grasped that these applications should
never be administered solely for the function of cutting costs or time. Construction is a lengthy but fairly complicated process, and little details
should not be easily overlooked.
In conclusion, we were grateful that this project brought us an opportunity to be involved with the construction industry. Throughout this project
we took a glimpse of what it takes to build buildings of all sorts that can be seen today, from little details to a larger scale. We also came to realize
that regulations that were set must be followed, and communication is really important amongst professionals of the building industry. Architects,
engineers and contractors required to be able to communicate and coordinate among one another to produce excellent results. Thus, being able
to visit the construction site gained us a generous amount of knowledge and experience that we believe that we would later apply further in the
future.
summary
summary | 77

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