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INTEGRATED PROJECT:
GROUP 2Presentation 29/05/2013
Topic: Redevelopment of business park on outskirts of
Cwmbran
Jonathan Venus
Mitchell Waters
Mugtaba Mohammed -
Abdulrahman Alotaibi -
Shaun Hussey -
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PROJECT OVERVIEW: BUILDING
SPECIFICATIONS BUILDING 1 12 STOREY, 190 BEDROOMS, GROUND FLOOR
FFL 12.00M
BUILDING 2 SINGLE STOREY, RESTAURANT, BASEMENT FFL
8.00M, GROUND FLOOR FFL 12.00M
BUILDING 3 3 STOREY, RECEPTION, LOUNGE BAR,MANAGERS ACCOMODATION, GROUND FLOOR FFL 12.00M
BUILDING 4 SINGLE STOREY, 4.5M MIN CEILING HEIGHTCONFERENCE ROOMS, MULTI USE SPACE, GROUND FLOORFFL 12.00M
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TASK 1: SELECTING APPROPRIATE
SUPERSTRUCTURE (3 & 4)
MITCH WATERS CONTRIBUTION
Building 4 & Building 3 roofBuilding 4
Open Spaced, Hall
Portal FrameBuilding 3 Roof
Glulam
Extremely Strong, Very Durable,
Less maintenance than
timer,
Less material is wasted.
Suitable for long span, load-bearing
widths,
Exceptionally strong material,
Aesthetically pleasing.
Steel
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JONATHAN VENUS CONTRIBUTION
Building 3 & Stream diversion
TASK 1: SELECTING APPROPRIATE
SUPERSTRUCTURE (3 & 4)
3 storey Reception, lounge bar,
managers accommodation
Requirements
25 Year life span
Environmentally efficient
Low maintenance
Considerations
Noise pollution to adjoining
conference
rooms/managers
accommodation
Fire resistance
Thermal stability ofstructure
Aesthetically pleasing
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Building 3
Superstructure
Cross wall construction
Why?
Pre fabricated build/faster construction time
Virtually maintenance free
Superb sound insulation
Fully utilises the thermal mass properties of concrete
Concrete has impeccable fire resistance characteristics
Saves money
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Building 3
Method of construction
Cross wall construction
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Use of existing stream as a power
source
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Why?
Highly efficient energy source
Reliable energy source
Cost effective energy solution Can be integrated with national grid
Generates clean electricity
Robust engineering systems give easilyachievable life spans of up to 50 years
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TASK 1: SELECTING APPROPRIATE
SUPERSTRUCTURE (3 & 4)
SHAUN HUSSEY CONTRIBUTIONBuilding 3 & 4 Google Sketchup: core principles
of methods
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Visual example of the
principles of the chosen
construction methods.
Steel portal frame Concrete cross wall
Interior look of the proposed
construction method of the
superstructure building 4
Bracing following slide
support
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Wind bracing
Stability
Positioning
Direction
Connected to building 3
Visual example of the main
principle core basis of cross
wall construction.
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Finally, plan view of building 3& 4.
Roof structure
Internal view of core basis
of cross wall construction
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TASK 1: SELECTING APPROPRIATE
SUPERSTRUCTURE (3 & 4)
ABDULRAHMAN ALOTAIBI CONTRIBUTION
Building 3 durability & stability of concrete
MUGTABA MOHAMMED CONTRIBUTION
Pros & Cons of using brick & mortar
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TASK 2: SELECTING APPROPRIATE
SUBSTRUCTURE
MITCH WATERS CONTRIBUTION
Site investigation, Reduced levels, Bolted
connections
Site investigationReduced levels and Sections
Bolted Connections
Borehole Logs
On site test
Laboratories
experiments
Section 6.5.9 of the
euro-codes.
F=P/A.
F = Shear yield
stress
P = Load acting
on the individual
Bolt
A = Area ( d2/4)
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TASK 2: SELECTING APPROPRIATE
SUBSTRUCTURE
JONATHAN VENUS CONTRIBUTION
Building 3 foundations, Stream diversion
Reinforced concrete strip foundation
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Alternative foundations
Piling foundations
Why?
Mitigation of any potential radon
gas inhalation within the area as
proposed in the site investigation
Negates the need to work belowground level/mitigating associated
risks
Will not compromise structural
stability of adjacent foundation
excavation/building 4
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Reason for choosing alternative foundation methodCriteria Location Who is at
risk?
Conseque
nce
Risk
before
mitigati
on
Available Mitigation Measure Risk after
mitigation
S L R Preliminary
decision
Detailed
design
Construction S L R
Deep
excavation
trench
Building 3 Constructi
on staff
Risk of
collapsing
excavation
Risks
associate
with
working in
confined
spaces
4 2 8 Considerati
on given to
the use of
piling
techniques
to allow
foundation
works to be
completed
aboveground.
Discussio
ns held
with the
ECI
contracto
r
The use of soil
displacement piles
is preferred to
allow works to be
carried out above
ground level
2 1 2
Contaminated
ground
Radon gas
present
Whole site Constructi
on staff
Risk of
inhalation
Health
risks to
constructi
on staff
3 3 9 Analysis of
borehole
samples
taken from
site as part
of
geotechnic
al
investigatio
n
Discussio
ns held
with ECI
contracto
r
Piling technique
will avert the need
for construction
staff to enter
excavation
beneath ground
level
1 1 2
Severity (S)
1 Minor injury, sickness or damage
2 First aid injury or lost time illness
3 Reportable injury, sickness or substantial
damage
4 Major injury, amputation or long term
absence
5 Fatal injury, Catastrophic damage
Likelihood (L)
1 Very low
2 Low
3 Possible
4 Likely
5 Very likely
Risk Rating (R) = L x S
R 8 Low risk
8 R 15 Medium risk
R 15 High risk
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TASK 2: SELECTING APPROPRIATE
SUBSTRUCTURE
SHAUN HUSSEY CONTRIBUTION
Building 4 foundations, Wind bracing
PAD FOUNDATIONS
GROUND CONDITIONS - Stable in the area,Portal frame has intermittent columns,
Traditional method.
HEALTH & SAFETY Plant used by trainedemployees, high visibility jackets, signage, PPE
SUSTAINABILITY Concrete is durable, less
concrete required than other methods
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MITCH WATERS CONTRIBUTION
Pre-start investigation, Site management,Personnel, Site access & deliveries, Site
logistics, Security & site establishment
TASK 3: METHOD STATEMENT
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Method Statement
Pre-Start Investigation
Site Logistics
Security and Site Establishment
Site Management
Personnel
Site Access and Deliveries
The Existing Site Levels, The previous history of the site
for any exciting services present,
The conditions of the
surroundings and site,
Site access,
Cranes,
Forklift trucks,
Scaffolding.
Senior Building Manager Site personnel
Building manager
Project surveyor
Head office
Heras fencing ,
Locked containers,
Temporary site office,
Suitable eating areas.
Companies Health and Safety
regulations
Specific site rules, Must be
followed.
Vehicle Rules and Health and
Safety regulations.
Directions from main office
No deliveries during rush hour
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JONATHAN VENUS CONTRIBUTIONCo-ordination of task, Construction,
Substructure, Structure
TASK 3: METHOD STATEMENT
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SHAUN HUSSEY CONTRIBUTION
Alterations to existing buildings, External
works, Post contract support, Reportingprocedures
TASK 3: METHOD STATEMENT
Necessity of method efficiency, understanding, organisation Health & safety more organised = safer work environment
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ABDULRAHMAN ALOTAIBI CONTRIBUTION
Opening introduction, General issues, planningprogramme
MUGTABA MOHAMMED CONTRIBUTIONSignage, Storage, Scaffolding, Safety
TASK 3: METHOD STATEMENT
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TASK 4: CAR PARKING, DRAINAGE &
RETAINING WALLMITCHELL WATERS CONTRIBUTION
Car park layout, Public transport,disabled spaces, Pedestrian
pathways
Public Transport
Disabled Spaces
Pedestrian Pathways
Car Park Layout
Separate from vehicle routes
2m width for prams, wheelchairs, etc.
Side rails used to aid the partially sighted
Buffed red tactiles used at uncontrolled
crossings
4.8x6.0m width and length,
6% of total spaces will be for
disabled spaces = 13 spaces.
Very good public transport,
Two buses run past the site,
Buses run every 15 minutes,
Possible to assume people will
arrive by public transport.
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TASK 4: CAR PARKING, DRAINAGE &
RETAINING WALL
JONATHAN VENUS CONTRIBUTIONFlexible pavement investigation, determination of
methodDesign considerations
20 Msa
Wearing course
Road base
Sub base
Total design thickness (260mm)
Consisting of :
Dense Tar Macadam (160mm thick)
High Density Macadam (50mm thick)
Hot Rolled Asphalt (50mm)
Measurement of
subgrade CBR
Foundation design
Traffic evaluation
Structural layer
design
Surfacing design
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TASK 4: CAR PARKING, DRAINAGE &
RETAINING WALLSHAUN HUSSEY CONTRIBUTION
Surface water run off, Related legislations
CHOSEN METHOD: SUSTAINABLE DRAINAGESYSTEM (SUDS)
DURABLE
CAPABLE OF RECEIVING LARGE CAPACITY OFDRAINAGE MATERIALS POOR WEATHER
CONDITIONS POSSIBLE?
SUSTAINABLE REMOVES POLLUTANTS
VARIOUS LEGISLATION ALL REQUIRED TO BE
COMPLIED WITHIN
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CHOSEN METHOD: SUSTAINABLE DRAINAGESYSTEM (SUDS)
DURABLE
CAPABLE OF RECEIVING LARGE CAPACITY OFDRAINAGE MATERIALS POOR WEATHERCONDITIONS POSSIBLE?
SUSTAINABLE REMOVES POLLUTANTS VARIOUS LEGISLATION ALL REQUIRED TO BE
COMPLIED WITHIN
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TASK 4: CAR PARKING, DRAINAGE &
RETAINING WALL
ABDULRAHMAN ALOTAIBI CONTRIBUTION
Retaining wall
MUGTABA MOHAMMED CONTRIBUTION
Materials related to flexible pavements
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TASK 5: HEALTH & SAFETY CDM
REGULATIONS
MITCHELL WATERS CONTRIBUTIONDealing with subcontractors, Inexperienced
clients, Projects requiring CDM co-ordinator,
Projects not requiring CDM co-ordinator
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Projects not requiring a CDM coordinator
Dealing With Sub-Contractors or Sub-Consultants
Inexperienced Clients
Projects requiring a CDM coordinator
Select a suitable subcontractor
Assess the risks of the work
Do a risk assessment Provide information, instruction and training
to your employees
Set up liaison arrangements for co-operation
and co-ordination
Decide what you need to do to manage and
supervise
It is important that the designer
makes an effort to explain the
benefits and consequences for
the clients requests and actions.
Meetings can be used to outline and
address the problems that might occurwhich:
could have an adverse effect on the
health or safety of others
may impinge on the statutory obligations
of designers
may adversely affect the project
Responsibilities fall to the designer tocheck that the clients are aware of
their duties.
In certain circumstances the designer
can use their competent adviser to
assist with helping the client with
disscussions.
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TASK 5: HEALTH & SAFETY CDM
REGULATIONS
JONATHAN VENUS CONTRIBUTIONFoundations for building 3Radon gas, Side
collapse, Adjacent structures, Designers risk
assessment
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DESIGNERS RISK ASSESSMENTCriteria Location Who is at
risk?
Consequenc
e
Risk
before
mitigatio
n
Available Mitigation Measure Risk after
mitigation
S L R Preliminary
decision
Detailed
design
Construction S L R
Deep
excavation
trench
Building
3
Construction
staff
Risk of
collapsing
excavation
Risksassociate
with working
in confined
spaces
4 2 8 Consideration
given to the
use of piling
techniques toallow
foundation
works to be
completed
above
ground.
Discussions
held with
the ECI
contractor
The use of
soil
displacemen
t piles ispreferred to
allow works
to be carried
out above
ground level
2 1 2
Contaminat
ed groundRadon gas
present
Whole
site
Construction
staff
Risk of
inhalationHealth risks
to
construction
staff
3 3 9 Analysis of
boreholesamples
taken from
site as part of
geotechnical
investigation
Discussions
held withECI
contractor
Piling
techniquewill avert the
need for
construction
staff to enter
excavation
beneath
ground level
1 1 2
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TASK 5: HEALTH & SAFETY CDM
REGULATIONS
SHAUN HUSSEY CONTRIBUTION
Construction phase health & safety plan
Site inductionContact details
Key dates
Essential details of site investigation
Management of work
Welfare facilities & First aid
Risk assessments
Site rules must be followed!
Fire & Emergency procedures
Health & Safety file
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TASK 5: HEALTH & SAFETY CDM
REGULATIONS
ABDULRAHMAN ALOTAIBI CONTRIBUTION
Background, Major risks
MUGTABA MOHAMMED CONTRIBUTIONTask co-ordination, Hazard elimination
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TASK 6: PROGRAMMEMITCHELL WATERS CONTRIBUTION
Bomb procedures, Assisted Mugtaba & Jonathan
Bomb Procedure
1. Make sure nobody touches or goes
near.
2. Inform the Police, giving;
3. Location of the site; the connection to
the main offsite drain.4. Contract Managers name.
5. Description of the object.
6. Notify employer and the reception of
the situation and that the police have
been alerted.
Evacuated personnel move to a
safe place e.g. behind a solid wall
Prevent radio/telephone
transmissions within 50 metres of
the suspect package. If directed, utilise any available
manpower to set up a cordon
around the suspected area out of
line of sight of the item.
Make written notes and a sketch
plan of the suspicious itemslocation as soon as possible.
The person who made the
discovery and who initiated the
alert is to remain in the areato brief
Police upon their arrival with the
notes and plan.
DEVON PARTNERSHIP NHS TRUST 2013 HR29 Security and Safety Policy
[www]
http://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:w
ww.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombT
hreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=uk (5/3/2013).
TASK 6 PROGRAMME
http://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=ukhttp://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=ukhttp://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=ukhttp://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=ukhttp://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=ukhttp://webcache.googleusercontent.com/search?q=cache:nBTty0vgt6QJ:www.devonpartnership.nhs.uk/uploads/tx_mocarticles/HR29_Appx1_BombThreat_Sep11.doc+&cd=1&hl=en&ct=clnk&gl=uk8/23/2019 Integrated Project Presentation
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TASK 6: PROGRAMME
JONATHAN VENUS CONTRIBUTION
Gannt chart, Activity on arrow diagram
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Activity on arrow
Diagram
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TASK 6: PROGRAMME
SHAUN HUSSEY CONTRIBUTION
The sub-contractor supplying and fixing the
structural frame for building 3 has become
bankrupt and is unable to complete the
contractresolution?
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RESOLUTION
INITIAL PROBLEMS THIS CAUSES Structuralframe is now not going to be delivered orfitted, Site works are restricted
Required to contact next contractor availabledetermined through the procurement period are they still available?
IMPLICATIONS TO CONSTRUCTION
PROGRAMME - Plant, Labour, Materials
RESPONSIBILITIES Contractor left withresponsibility
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TASK 6: PROGRAMME
ABDULRAHMAN ALOTAIBI CONTRIBUTION
A fire occurs in building 4 which severely
damages the interiorresolution?
MUGTABA MOHAMMED CONTRIBUTION
During the excavation to the main offside drain,an unexploded bomb is exposedresolution?
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THANK YOU FOR LISTENING TO THE
GROUPS PRESENTATION
FINALLY,
ANY QUESTIONS ARE WELCOMED
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