Endeavour wharf centre whitby 29.04.15

Cover Page
Endeavour Wharf Centre
Whitby
Group 1, Team 2
Alan Majeed
Edison Derrick Mugoya
Khalid Al-Ahbabi
Ismail Hussein
Theodoros Gianneas
12017333
12006149
11023194
11027010
13026528
Client: Coastal Development Consortium (CDC)

Table of Contents
Cover Page ......................................................................................................................................1
List of Figures:.........................................................................................................................................4
List of Tables: ..........................................................................................................................................4
Executive Summary:................................................................................................................................5
Design Statement....................................................................................................................................6
Project Brief ........................................................................................................................................6
Location...............................................................................................................................................6
Site Survey...........................................................................................................................................7
Land Surveys ...................................................................................................................................8
Architectural Layout............................................................................................................................9
Structural Layout...................................................................................................................................13
Structural elements/Materials..........................................................................................................13
Bricks and Cavity walls:.....................................................................................................................13
Building Design Life span: .................................................................................................................13
Durability:..........................................................................................................................................14
Stability: ............................................................................................................................................14
Buildability and planning: .................................................................................................................14
Construction Duration: .....................................................................................................................14
Modifications:...................................................................................................................................15
Method Statement................................................................................................................................16
Equipment Required for the Project.................................................................................................16
Bull Dozer......................................................................................................................................16
Excavator.......................................................................................................................................16
Heavy Duty Compressor................................................................................................................17
..........................................................................................................................................................17
Cranes ...............................................................................................................................................17
Concrete Poker Vibrator ...................................................................................................................18
Concrete Pump .............................................................................................................................18
Concrete Mixer (Mobile):..............................................................................................................19
Dumpers:.......................................................................................................................................19
Construction Programme..................................................................................................................20
The first things first, making known to the locals that constructions work is due:......................20

A Safety Requirement step is necessary at this point;..................................................................21
The Rig for pilling either bored or driven need to be set out,......................................................22
Levelling: .......................................................................................................................................23
Project Management ............................................................................................................................26
Gantts Charts ....................................................................................................................................26
BUILDING COST ESTIMATES..................................................................................................................27
Health and Safety Management...........................................................................................................28
Project Information...........................................................................................................................28
Project brief ..................................................................................................................................28
Emergency contacts......................................................................................................................29
Professional Team List ..................................................................................................................29
Project Team.................................................................................................................................30
General Responsibilities....................................................................................................................30
Project Manager............................................................................................................................30
Construction director / Manager..................................................................................................31
Building Services Manager............................................................................................................31
Temporary Works and / False work Co-ordinators.......................................................................31
Engineers and General Foremen ..................................................................................................32
Risk Assessment....................................................................................................................................33
Calculations...........................................................................................................................................38
Drawings: ............................................................................................................................................305
Reference............................................................................................................................................328
Appendix .............................................................................................................................................329
Appendix A: Group Meeting Minutes.............................................................................................329
............................................................................................................................................................332

List of Figures:
Figure 1: Location and Area of development towards the Endeavour Wharf Centre (Digimap reference,
2015).......................................................................................................................................................6
Figure 2: Aerial view of development site on Endeavour Wharf Centre (maps. Google reference, 2015)
................................................................................................................................................................7
Figure 3: Geographic image displaying the rock and soil type around the chosen site (Digimap
reference 2015).......................................................................................................................................8
Figure 4: Culinary Kitchen Classroom, metric design (David Littlefield’s Metric Handbook reference
2013).....................................................................................................................................................10
Figure 5: Art/Museum Gallery space design (David Littlefield’s Metric Handbook reference 2013)...11
Figure 6: Administrators Offices for the educational facilities (David Littlefield’s Metric Handbook,
2013).....................................................................................................................................................11
Figure 7: Bulldozer ................................................................................................................................16
Figure 8: Excavator................................................................................................................................16
Figure 9: Heavy Duty Compressor and Hammer ..................................................................................17
Figure 10: Portable Crane .....................................................................................................................17
Figure 11: Concrete Vibrator ................................................................................................................18
Figure 12: Concrete Pumps...................................................................................................................18
Figure 13: Concrete Mixer ....................................................................................................................19
Figure 14: Dumper ................................................................................................................................19
Figure 15: Health and Safety Sign on Construction Site .......................................................................20
Figure 16: Excavation Preparation on Perimeter..................................................................................21
Figure 17: Column position is established ............................................................................................21
Figure 18: Traffic re-routing around excavation areas .........................................................................22
Figure 19: Retaining Wall rebar’s being put to place before casting concrete.....................................22
Figure 20: Rig Pilling commencing bored pile foundation....................................................................23
Figure 21: Scaffolding on site................................................................................................................23
Figure 22: Steel Framing of the Structure.............................................................................................24
Figure 23: Roof Truss sections and Purlins ...........................................................................................25
Figure 24: Landscaping on Completion of Structure ............................................................................25
Figure 25: Gantts Chart.........................................................................................................................26
List of Tables:
Table 1: Borehole readings BH110..........................................................................................................8
Table 2: Borehole readings BH111..........................................................................................................9
Table 3: Contacts...................................................................................................................................29

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Group 1 Team 2 Endeavour Wharf Centre Whitby
Executive Summary:
This Review is a continuation of the redevelopment of Whitby, whereby we are focusing on
the implementation stage of the project. Herein we produce a detailed design of the proposed
Endeavour Wharf Centre building showcasing the structural form, Calculation of section members and
structural drawings. This report will also consist of any assumptions that have been made with
changes, to serve as a guide to contractors and manufacturers and various skilled workers that might
be involved in the construction of this structure and will be designed to meet the ultimate and
serviceable limit states in accordance to all relevant codes of practise. All the elements in this design
review are based on the Euro codes:
BS EN 1991-1-1: Basis of design and actions on structures (EC 1)
BS EN 1992-1-1: Design of concrete structures (EC2)
BS EN 1993-1-1: Design of steel structures (EC3)
BS EN 1994-1-1: Design of composite steel and concrete structures (EC4)
BS EN 1996-1-1: Design of masonry structures (EC6)
BS EN 1997-1-1: Geotechnical design (EC7)
BS EN 1998-1-1: Earthquake resistant design of structures (EC8)
All the Architectural planning and design data in this review are based of the Metric handbook by
David Adler 2nd
Edition. All safety requirements will be taken into consideration, with a risk assessment
plan provided at every stage of work, and attached with a method statement. The total cost of the
project has been estimated to be just over £ 1.598.000.

6
Design Statement
Project Brief
Location
This proposal is located on the endeavour wharf of Whitby’s upper harbour on the west side of the
river Esk. This facility is a tertiary sector of development, in the sense that it provides a service for the
people that will require it. The endeavour wharf centre is a multifunctional structure that will be
architectural challenging as it will need to be the centre of the new development both commercial
and economical whistles retaining an aesthetically accepted design to the locals. It will have to be
sustainable in operations, integrated with the environment and with a minimum effect on the flora
and fauna ecosystem.
The Location of the endeavour wharf is on a grid reference of NZ 89684 10723 and the area of
development is given as 9,487.89 m2
as shown (fig 1). Figure 1 shows the proposed area of
development highlighted in purple and its location on the west side of the river Esk.
Figure 1: Location and Area of development towards the Endeavour Wharf Centre (Digimap reference, 2015)

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Site Survey
The North York Moors National park borders the town from the west side of the river Esk valley.
Whitby’s central lies at the mouth of the river Esk leading into the North Sea. Whitby has road links to
the above cities making it accessible and a good tourist location.
Figure 2: Aerial view of development site on Endeavour Wharf Centre (maps. Google reference, 2015)
The location of the centre has a borehole BH 111 and BH 110 located on the north of the proposal and
provides us with adequate information regarding the soil beneath the endeavour wharf. As shown
below (fig 2) over the proposed centre only one superficial deposit rock type covers the area that is
alluvium (AVL).

8
Figure 3: Geographic image displaying the rock and soil type around the chosen site (Digimap reference 2015)
Table 1: Borehole readings BH110
BH 110 GL- 1.96m AOD
Soil Type Thickness (m)
Soft, black clayey silt with decomposed plant debris and wood 1.30
Soft, dark brown silty clay with pieces of wood and sub-angular gravel 0.80
Soft grey / brown organic material becoming silty alluvium 2.90
Firm red / brown clay 1.80
Medium sub-angular to Sub-rounded grey brown gravel with sand and
sub-angular sandstone cobbles.
6.70
Light grey highly weathered siltstone very weak 1.60
Grey to black thinly laminated mudstone highly fossiliferous. Fracture
spacing close to moderate.
8.60
The geology report covered in the earlier section covers the general geology of Whitby and relying on
that information is a little vague. The location of the centre has a borehole BH 111 and BH 110 as
shown in table 1 and 2 are located on the north of the chosen site and provides us with satisfactory
information regarding the soil beneath the endeavour wharf.
Land Surveys
As Consultants in civil engineering the need to accurately determine the depth and soil types for
geotechnical earth works is of utmost importance as this is required in Building construction. This was
carried out before the actual design was done. An Environmental Impact Assessment was carried out
in the feasibility study of the chosen site of development and therefore can be referred to for further

9
information regarding the sustainable selection of materials, location and is effect to the natural
surroundings of the area.
Table 2: Borehole readings BH111
BH 111 GL- 5.82m AOD
Soil Type Thickness (m)
Soft grey / brown silty clay with fine sub-angular gravel 2.00
Soft to firm red / brown sandy clay 2.10
Medium sub-angular to sub-rounded grey brown gravel with sand and
sub-angular sandstone cobbles.
1.05
dark grey / brown weathered siltstone and mudstone weak to
moderate strength
3.35
Grey to black thinly laminated mudstone highly fossiliferous.
Fracture spacing close to moderate.
11.50
Architectural Layout
The main bulk of the architectural layout is based upon David Littlefield’s Metric Handbook.
This guided our drawings and structural assessment of the endeavour wharf centre. The aesthetics of
the building is crucial as its location and surroundings are of significant importance. Whitby’s is a
historic town and a major tourist attraction so placing a new development like the endeavour wharf
centre may alter its trade. So we have carefully design the redevelopment to suit its surrounding
whistle having that additional touch to boost its appeal. Based on the feasibility study we have decided
to construct a 3 storey building including an underground parking area within its basement.
The dimensions of the building are 36x21m oriented eastward to maximums on the suns
radiation during the day. The endeavour wharf centre will accommodate a space suitable for a
temporary exhibition, art gallery and museum. This space will be open to the public and will also act
as a tourist destination attracting more tourism to the endeavour wharf centre.
On the ground floor restaurants and other facilities providing food and drink for consumption
on the premises is labour intensive services which invariably operate in a highly competitive
environment. These cover both commercial businesses aiming to attract the public and achieve profits
from the investment and semi- or non-commercial services provided in institutions, places of
employment and elsewhere. Restaurants such as fish and chips shops, McDonalds and pizza hut may
be situated here as well. Some ideas of the usage of space include a bowling alley way and indoor mini
golf structure as such activities will draw the youth back into Whitby.

10
Figure 4: Culinary Kitchen Classroom, metric design (David Littlefield’s Metric Handbook reference 2013)
Consumer requirements evolve with a desire for change, new styles of fashion and wider
experiences of meals abroad. New concepts in food and beverage service operations are constantly
being introduced and those which can be shown to be successful are invariably developed as specific
product brands. Branding enables the same formula to be adapted to other sites as a chain of company
owned, leased or franchised units with further advantages in marketing, customer confidence in
quality and value, economies of scale and profitability. The development of new products also reflects
socioeconomic changes in an area, trends and influences on consumers such as promotion and health
concerns.
On the 1st
floor of the centre this space has been used for the allocations for 2 lecture theatres
and 3 seminar rooms for the sole purpose of training. Smaller standard class rooms may be added
depending on the nature of training the client will be interested in attaining. This floor is dedicated to
an educational firm that will provide unique skills not learnt from school; skills such as culinary class
and boat and sailing training for fisher men and boat management. The lecture theatres are
multipurpose so they can be converted into cinema theatres providing an additional 2 screens on
show. Currently there are no proper cinema facilities in Whitby so this will be a first of its kind, with
huge benefits for the young and old population demography. Cinema/Museum lighting is a complex
subject. It is important, particularly in art museums, to determine a clear policy on the approach to
natural and artificial lighting. Direct sunlight should not fall on any collection item and UV radiation

11
must be effectively eliminated from all light reaching a collection item: at the higher energy end of the
spectrum light is very effective in initiating chemical change in vulnerable materials.
Figure 5: Art/Museum Gallery space design (David Littlefield’s Metric Handbook reference 2013)
On the 2nd
floor computer suites or cyber café will we allocated in the space available after
the office spaces and meeting rooms have been taken. The needed for good office space screams out
in Whitby as old buildings may be a tourist attraction but are not suitably designed for modern office
work of today. Standard office size rooms and working spaces have increased with time some this
floor is dedicated to a design for a large investing company that will require office spaces in the heart
of Whitby city. The office space will include its own kitchen and bathroom facilities and a reception
area as well.
As shown below the endeavour wharf centre also provides some room for underground
parking facilities both in the basement and on its south face for the offices located on the 2nd
floor of
the centre. This reduces the number of cars parked on the side kerbs of hotels and restaurants also it
will aid in increased parking if sections of it where open to the public but charged slightly more for the
purpose of numbers.
Figure 6: Administrators Offices for the educational
facilities (David Littlefield’s Metric Handbook, 2013)

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The car park that is located in the basement of the building has been laid out in a manner
where there will be a large ramp connecting the outside of the car park down into the basement of
the building. To avoid any confusion and eliminate the risk of accident a one directional route has
been created allowing for easy car flow. The dimension of the car parking is standardized and disabled
packing will also be included closer to the lifts. The type of control to be used on entry and/or exit is
most important and usually determines the way charges are collected. In general, entry to a car park
should not be permitted unless an appropriate space is available. Entry may be controlled by a lifting-
arm and a card disposal.

13
Structural Layout
This sections of the report covers all the essential structural criteria that have been well-thought-out
with relation to sustainable development with an evaluation of the listed various parameters below.
Before most calculation were undertaken a brief list of assumptions had to be drawn to attention, the
wind load at 1.5kN/m, the size of aggregate from the concrete design of 35mm maximum diameter,
steel type S355 used as a constant throughout most of the calculation with a yield strength of
500kN/m and the fact that the water table is 200mm below the ground level; for ease of calculation
was assumed to be at ground level.
Structural elements/Materials
Certain structural features have been considered and these are:
 Reinforced concrete columns for the basement, steel beams and precast concrete floor slabs.
 A mixture of masonry bricks and glass curtain walls make the exterior and the internal
partition walls with thermal and acoustic insulation.
 Steel frames as roof members carrying clay tiles cover.
 Retaining wall used within the exterior of the basement is a concrete reinforced with steel
bars and vertical stirrups.
 Shear walls and fire proofing applied to the interior sections that are most vulnerable to
damages, like fire and large lateral deformation.
 Three lifts, two of which are located at the entrance of the main structure and one at the rear
that also has access to the basement of the structure.
 Foundation chosen was a deep foundation as the unit length b is much smaller than the unit
length l of the pile. Hence concrete pile foundation was a suitable choice given the soil profile
from the borehole readings.
These structural materials were chosen because of listed reasons seen below.
Bricks and Cavity walls:
The Bricks provided are a great resistance to weathering compared to breeze blocks and concrete
blocks, it also retains an aesthetic value that represents an architectural similarity to other existing
building within Whitby regions. It has a low maintenance e.g. it doesn’t need to be painted because
of its pleasant natural colour. Combined with cavity walls of tinted glazed effect can be aesthetically
effective to the client. This material is a cheap strong material that has both aesthetic qualities whistle
maintaining above average strength in both planes, vertical and horizontal.
Building Design Life span:
The serviceability limit state in all design criteria must be met, the importance of foundation
settlement should be considered and therefore the ground must be fully compacted in layers in
accordance to geotechnical specification using the Euro code guidelines. The selected life span of the
endeavor wharf is 50 years and has been a major consideration since the design concept.

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Durability:
Steel as a structural material has the tendency to uphold substantial amounts of compressive loads. It
also has the ability to withstand high amounts of tension on the Long and short members of the
structure. In accordance to the design phase and construction periods, emphasis has been geared
towards the durability of the material to be used in this building development. An effect such as creep
weathering and shrinkage has been considered in the combination for covering, precast with cement
type, strength and curing period have been considered in accordance with the EC2/EC4 and so on, of
the Euro Code.
Stability:
The floor slab also provides a horizontal resistance action to distribute wind and notional load to
strategic shear walls on the external core. Consideration for sway stability was carried out and
confirmed using first order analysis; the critical buckling load divided by the design load was larger
than 10 in the numerical result ensuring no sway in this rigid frame design. A pattern loading method
was used and was all unrestrained, hence allowing our calculation for effective length and stiffness for
non-sway buckling mode. To counter this elevators and core areas of the buildings are designed with
reinforced concrete. However various parameters to ensure structural stiffness was considered, the
core walls where a means of providing lateral resistance and this was done by providing double skin
brick walls on the external of the building with enough strength to serve as moment frames .
Buildability and planning:
If controlled adequately the buildability and constructability of the concrete structure can improve
productivity, resulting in shorter construction time and higher profit margin and can also help in
reducing the environmental impact during construction through factors such as reduced energy
consumption, hence we are focused on planning a productive flow of work tasks and resources for
this project through a Gantts chart and project management from our group leader Alan Majeed.
As consultants the importance of considering buildability and planning philosophy in this design can
be seen in our method of statement. However buildability in design scheme can promote new
solutions as it deals with the ability to construct a building efficiently and more economical to an
agreed quality level from its constituent material components.
Construction Duration:
A thorough work schedule has been made accessible in our planning scheme and the time frame for
pre-fabrication, cast-insitu, curing have been considered in the planning of this development, (See
Gantt chart).

15
Modifications:
A method towards flexibility allowed for certain modification to be made for example floor plans
where done using a grid pattern with columns placed both in partition walls this allows for conceivable
changes in space utilization. Henceforth the simplicity of the design concept allows for changes where
restriction is unavoidable.

16
Method Statement
Equipment Required for the Project
Bull Dozer
A bulldozer is a crawler equipped with a substantial metal plate used to push large quantities of soil,
sand, rubble, or other such material during construction or conversion work and typically equipped at
the rear with a claw-like device to loosen densely compacted materials.
Excavator
Excavators are heavy construction equipment consisting of a boom, stick, bucket and cab on a rotating
platform known as the "house". The house sits atop an undercarriage with tracks or wheels. A cable-
operated excavator uses winches and steel ropes to accomplish the movements. They are a natural
progression from the steam shovels and often called power shovels.
Figure 7: Bulldozer (Google Image Reference)
Figure 8: Excavator (Google Image Reference)

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Heavy Duty Compressor
Used for powering heavy duty breakers and sand blasting. This will be used in cracking the existing ng
concrete floor before excavation can take place in the setting out stage or clearing of site. It provides
the picker with enough force to uproot concrete off the floor surface. After being powered by the
compressor this hammer shall be used for breaking the floor surface and any other concrete works
beneath the surface left behind by previous works.
Cranes
Lifting cranes shall be provided for lifting heavy materials to different height levels, there are different
types of cranes, the mobile crane which is a low pivot crane and its operating position can be changed
under its tower, Static Crane, this is also a low pivot crane operated from a fixed position. Tower Crane,
is a high pivot crane and can be operated from a fixed position or rail mounted, both static and tower
cranes can be positioned closer to the face of the building than a low pivot crane.
Figure 9: Heavy Duty Compressor and Hammer (Google Image Reference)
Figure 10: Portable Crane (Google Image Reference)

18
Concrete Poker Vibrator
In a concrete mix it is absolutely necessary to use a vibrators to improve settlement in the mixture is
important as this allows for fine surface finish and reduces voids in concrete to thereby increasing the
concrete strength, this is carried out after all form works have been braced and secured.
Concrete Pump
A concrete pump is a machine used for transferring liquid concrete by pumping. There are two types
of concrete pumps. The first type of concrete pump is attached to a truck. It is known as a trailer-
mounted boom concrete pump because it uses a remote-controlled articulating robotic arm to place
concrete accurately. Boom pumps are used on most of the larger construction projects as they are
capable of pumping at very high volumes and because of the labour saving nature of the placing boom.
Figure 11: Concrete Vibrator (Google Image
Reference)
Figure 12: Concrete Pumps (Google Image Reference)

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Concrete Mixer (Mobile):
A concrete mixer is a device that homogeneously combines cement, aggregate such as sand or gravel,
and water to form concrete. A typical concrete mixer uses a revolving drum to mix the components.
For smaller volume works portable concrete mixers are often used so that the concrete can be made
at the construction site, giving the workers ample time to use the concrete before it hardens.
Dumpers:
A dumper is a vehicle designed for carrying bulk material, often on building sites. Dumpers are
distinguished from dump trucks by configuration: a dumper is usually an open 4-wheeled vehicle with
the load skip in front of the driver, while a dump truck has its cab in front of the load. The skip can tip
to dump the load; this is where the name "dumper" comes from.
Figure 13: Concrete Mixer (Google Image Reference)
Figure 14: Dumper (Google Image Reference)

20
Construction Programme
The first things first, making known to the locals that constructions work is due: Letters shall
be issued out to all local houses with a brief description of works to be carried out. We will then
establish the building position using survey and site plan drawings. Clearing of site commences with
erecting of fences, placing the site offices accordingly and storage spaces to be accounted for. Ensure
that pedestrian routes are separated from vehicle path and establish gate entrance and exits. Also all
health and safety posters shall be placed at visible strategic places.
Figure 15: Health and Safety Sign on Construction Site
Locating all service positions from survey drawings and identifying man holes access covers for the
connection of site office and utilities for waste and supply lines and proceed with installation of sewer
pipes and other services. Following afterwards is the use of energy during the construction periods.
Ensure that alternative energy supply is in place and all connection to lighting/power is established,
all electrical line shall be armoured cable and buried along perimeter fence, on no condition shall
overhead cable be allowed within site for safety reasons. laying out commences for the proposed
excavation site to the building perimeter with an allowable distance away from the construction of
retaining walls and cofferdam or temporary supports installed to retain earth and ground water from
getting into building site. Create berms 5metres wide for access and exit with barriers separating
pedestrians from vehicles.

21
Setting out the profile usually follows after the basement foundation; all column position shall be
marked in accordance to detail drawings with absolute accuracy on profile and can be rechecked after
excavation has been completed.
Figure 17: Column position is established
A Safety Requirement step is necessary at this point; establish traffic and pedestrian routes around
excavation and away from dumping area, crack and remove existing floor surface and lower ground
levels to general final levels without gradient. All excavated surface materials should be moved to
designated areas for recycling and reused in this project.
Figure 16: Excavation Preparation on Perimeter

22
Figure 18: Traffic re-routing around excavation areas
Excavation to the required depth as shown in section of detail drawings can commence henceforth
making sure that angle of strata is not more than 450
. Begin to prepare the base for blinding of
retaining wall footing, store backfill soil and remove excess earth from site, Apply the reinforcement
for foundation slab, piles and construct cages for piles, basement columns and formwork shutters.
Make sure that the excavated area is protected with barriers to meet with CDM Regulations to avoid
accidents with falling.
Figure 19: Retaining Wall rebar’s being put to place before casting concrete
The Rig for pilling either bored or driven need to be set out, bring in the Rig for piling and commence
operation at designated marked areas. As each pile is driven, fill pile using ready-mix high slump
concrete. If saturated then use termite pipes to place concrete and place reinforcement down pile
while concrete is in liquid form. Earth from drilling should be removed to recycled area depending on
the material.

23
Figure 20: Rig Pilling commencing bored pile foundation
Levelling: Prepare and take levels for retaining wall footing with floor and pile slab using 50mm
blinding on base with damp proof course (DPC) in place. Then provide shutters and fix reinforcement
leaving starters upright. Ensure that stoppers are placed on starter tops to meet with CDM regulations
for Health and safety. After this stage is complete we can begin with the concrete works; proceed
forwards with casting in-situ in floor base, ring beams with ready-mix and allow curing for minimum
of 21 days with kickers in place for columns and retaining wall as this will allow for anchoring all form
works at the base. We will provide and install scaffolds in basement (Temporary works) and erect the
retaining walls to the required heights as specified in detail drawings after curing of precast base. This
shall be done with a crane carrying and installing reinforcement cages and baskets with qualified
swinger/slingers to prepared positions and attached to starters by work personnel. Ensure that this
is checked, braced, plumbed and authorised before any other work commences.
It is absolutely important to have Provision made for Damp proof course before commencing cast in-
situ retaining walls. Set up scaffolds during curing time and erect form work to carry ground floor slab
proceed with installation of reinforcement for ground floor slab and Take levels as specified in
drawings, test for firmness and proceed with wet mix concrete.
Figure 21: Scaffolding on site
Take the levels as specified in drawings and brace formwork shutters, test for firmness and proceed
with wet mix concrete and allow for curing. Then proceed forwards by removing all heavy equipment

24
from basement area and remaining berm shall be removed using JCB from above, commence back fill
and ram solid to place scaffold for upper floor works. When dealing with the external scaffolding make
certain that all parts are thoroughly tied in place with toe boards, all accessed by ladders that are fixed
correctly to the required height. Provide all external mesh and brick guards with wider platforms at
specified areas for delivery of materials to each floor.
Erecting the Steel Frames is a crucial part to this structure and must be done safely and according to
the building code of practice whistle following the detailed drawings. Once the foundation has been
assigned and a kicker placed then the erection of the column to base plate connection can be
established at ground level. The crane placing the column frames in place must be able to span the
entire width of the construction without failure. The same procedure is covered for the beam erection
with bolts being put into place by the workforce hand in hand with the crane crew. Supervisors on the
ground and at the floor levels are crucial for safe erection of the members.
Figure 22: Steel Framing of the Structure
Delivery of roof trusses are similar to the main frames of the structure in the sense that a crane will
have the roof truss sections lifted into place and bolted to the correct positions. Main issues arise with
the safe manoeuvring of the truss sections and the bolting of the member to the frame. Ground
inspections as well as roof level supervision is required to place these members safely and accurately
within no time at all. The fixed purlins and other roof cladding supports between trusses need to be
ensured that scaffolds and platforms beneath are in place with net at the underside. All safety
procedures shall be adhered to.

25
Figure 23: Roof Truss sections and Purlins
Placing roof cladding on purlins from left to right side of buildings will ensure that work is completed
from a safe position not using movable barriers between employees on open area in front of them
when completing the fixed gutters, drain pipes and facia boards.
Windows and doors can now be fixed in together with the suspended ceilings: This shall be put in
places as required by general drawing specifications. The Fittings and mechanical and Electrical fittings
shall also be put in place (toilets, sinks, lightings, switches, plug, etc.). After all tests shall be carried
out for fire, electricity warning signals and other services including IT Works.
Landscape works around the completed structure can commence here forth; external works shall
commence on general datum level to road, kerbs, drainage works, walling, gates, etc. Planters shall
be done at the top slab of the right side building with drains installed to collect water.
Figure 24: Landscaping on Completion of Structure

26
Project Management
Gantts Charts
29September2015
06October2015
13October2015
20October2015
27October2015
03November2015
10November2015
17November2015
24November2015
01December2015
08December2015
15December2015
22December2015
29December2015
05January2016
12January2016
19January2016
26January2016
02February2016
09February2016
16February2016
23February2016
01March2016
08March2016
15March2016
22March2016
29March2016
05April2016
12April2016
19April2016
26April2016
03May2016
10May2016
17May2016
24May2016
Site Possession
Management
Basement Excavation
Reinforcement to Pad foundation
RFC to Retainning Wall foundations
Concreting of Retainning Wall
Errect form work and reinforcement for columns
Backfill around retainning wall
Reinforement and Concrete 1 foundation
Construct Core 1 from Groundfloor level-1st floor
Construct core 2 and core 3
Reinforement and Concreting of core 2 base
Construct core 2 and core 3 from 1st floor-2nd floor
Construction of upper level
Construct Columns to 1st floor
Construct ground bearing slab at upper level
Construct 2nd floor suspended beams and slabs
Constructtion of core 5 and core 6
Construct core 5 and 6 form from2nd floor-Roof level
Brickwork and blockwork walls
Curtain
Blocicwork walls and dryling enxternal walls
Raise access floor
Stairs core finishing and general decoration
Entrance area finishing, bay marking or carpark
Test and Commissioning
Figure 25: Gantts Chart

27
BUILDING COST ESTIMATES
Item Cost
Land £ 38.000
Landscaping £ 0
Foundation £ 36.000
Subtotal grounds £ 74.000
Storage £ 832.000
Docks doors £ 118.000
Offices £ 156.000
Subtotal building £ 1.106.000
Climate £ 6.000
Fire protection £ 200.000
Security £ 22.000
Subtotal amenities £ 228.000
TOTAL CONSTRUCTION £ 1.408.000
Management & Engineering £ 46.000
Taxes & permits £ 31.000
Interest & financial costs £ 77.000
Unforeseen £ 35.000
Subtotal overhead £ 190.000
GRAND TOTAL £ 1.598.000

28
Health and Safety Management
The Health and Safety Management Plan, has been established for legal requirements on construction
companies by the health and safety legislation to assist site management in satisfying their health and
safety responsibilities.
The prime responsibility for health and safety on each project lies with the Project Safety Manager
who must be formally nominated and will also have a person to signify in his/her absence. These
responsibilities are fully described in details in Health and Safety management plan handbook. To have
a proper health and safety plan execution, there must be good and relevant management system
procedures referred to as Project Management Plan (PMP).
The construction Director/Manager will be responsible for health and safety and is required to ensure
that the PMP documents are sufficiently developed prior to contract commencement and that
sufficient resources are allocated to this project.
These documents form a big part of this plan and describes the various procedures which ensure safe
practice and reasonably health and safety of all persons on site.
Project Information
Project brief
Project Title Endeavour Wharf Centre Whitby
Project Group Group 1, Team 2
Site Address University of Bradford, Great Horton Road, Bradford, West
Yorkshire BD 7 1DP
Telephone: 01274 236974
Email: A.Majeed3@student.Bradfod.ac.uk

29
Emergency contacts
Table 3: Contacts
Emergency Contacts Name Location Contact Numbers
Project Safety Manager Andrew Williams Site Phone Number
Health and Safety
Advisor
David Michael 43 Whitby Lane,WB7
1QT
Phone Number
Health and Safety
Executive
Marshalls Mill,
Marshall Street,
Scarborough, S 11 9YJ
Phone Number
Hospital A and E Whitby medical Centre Duckworth Lane,
Whitby
WD 9 6RG
Phone Number
Fire Service Whitby fire Station 540
Scarborough/Whitby
Road
Bradford
Phone Number
Police Scarborough/Whitby
Police
Station (Divisional
Headquarters) Nelson
Street Scarborough
SD5 0DX
Phone Number
Site Security Manger Barbara Johnson 19 Whitby road Place,
Whitby WD7 1RG
Phone Number
Professional Team List
CDM Co-ordinator, Project Quantity Surveyor, Client, Architect, Structural Engineer, Building Services
Engineer.

30
Project Team
 Site Manager
 Opportunity and Risk Register Manager
 Deputy Project Safety Manager
 Design Manager
 Project Planner
 Project Engineer
 Building Services Manager
 Managing Surveyor
 Project Surveyor(s)
 Site Administrator/Admin.
 Assistant
 Temporary Works Co-ordinator
 False works Co-ordinator
 Lifting Operations (Lifting Co-ordinator)
 Site First Aider(s)
 Fire Safety Co-ordinator
 Traffic Management Co-ordinator
 Temporary Electrics Co-ordinator
 COSHH Co-ordinator
Some of the contacts details are above can be found in the table 3 above.
General Responsibilities
Agreement with Health and Safety Regulations is the responsibility of everyone on site some key
personnel with Specific Project responsibilities towards the effective Management of Health and
Safety for this project are needed.
Project Manager
 They are responsible for the Construction Direction / Managing for all aspects of the project.
 Reviewing and preparing a good project management plan.
 They need to make assured that the competence of subcontractors is in compliance with CSCS
and UKGB requirements.
 Implementing various changes after major decisions have been taken.
 Manage site Health and Safety Policy, security and fire policies.
 Let Health and Safety responsibilities be assumed by you as Project Manager.
 Making sure that appropriate and sufficient risk assessments are prepared for hazard which
can be recognised and to adopt a safe system of work in compliance with requirements.

31
Construction director / Manager
 His Job is to give an account on construction progress and financial status.
 To co-ordinate staff requirements for the project.
 Make sure that all construction works are carried out as planned and all regulations are
observed at all times.
 Make sure that the site is properly supervised at all times (holidays, sickness, weekend,
working) etc.
 Make sure that meetings are held in accordance with the countdown work programme.
 Put Health and Safety as top priority.
 Checking safety reports and monitoring actions to comply with specific requirements.
 Setting an example throughout the project to high personal standards in the application of
health and safety.
 Health and Safety plan should be updated and reviewed throughout the contract and the plan
and revisions are brought to the attention of subcontractors.
Building Services Manager
 To ensure that the CDM Co-ordinator is provided with all health and safety information with
regards to mechanical / Electrical / Power.
 He carries out duties on site regarding general services.
 They should take responsibility of the management of all electrical/mechanical services of
both design and installation
 The building service manager organises work in such a way that there is minimum risk to
personnel, plant and materials.
 They need to comply with the requirements of Health and Safety regulations.
 Obtain all necessary health and safety documents from subcontractor before work
commences.
 They do not permit anyone to take unnecessary risk.
Temporary Works and / False work Co-ordinators
 They make sure that any information in respect to hazards of Health and Safety is reported to
the CDM Co-ordinator and to the appropriate person that is responsible.
 They co-ordination all temporary works.
 Should comply with safety regulation at all times and follow the Health and Safety procedures.
 They should ensure that persons under their control have received proper induction training
and are qualified to carry out their duties.
 Controlling the erection of false work and making a safe procedure is done in accordance with
the approved designs, using only the specified materials, equipment and components.
 They make inspections to ensure the compliance with the design safety aspects is meet to a
good standard.
 They make sure that appropriate permits are in place and ensure that erection/dismantling is
supervised and is carried out in accordance with the specification and safe system of work to
recognise engineering standards.

32
Engineers and General Foremen
 Execute Project Management Plan.
 To make sure that the work is carried out with minimum risk to personnel.
 They are responsible for any foreseeable risks and should be brought to the attention of
persons likely to be affected.
 They need to ensure that the Safety rules and procedures are kept.
 They should disregard any unnecessary risk.
 Supervising the site and it’s well ware
 Reporting and documenting all accidents.

33
Risk Assessment
This is a risk assessment report for the construction of the Endeavour Wharf Centre along the
river Esk. As the Health and Safety at Work Act 1974 (HASAWA) and the Management of Health and
Safety at Work regulations 1999 require a risk assessment to show that we have placed a reasonably
practical scheme to reduce the hazards on a construction site.
Likelihood of
Accident
Rating Severity of Accident Rating
Almost certain 5 Deaths, widespread
loss
5
Likely 4 Major injury, major
loss
4
Equal chance 3 Injury requiring 3 days
or more absence
3
Possibly 2 Minor injury/illness.
Immediate first aid
2
Negligible 1 None or very minor
injury/illness
1
Based on the table above the matrix below classifies the likelihood vs severity and conveys the
chance of the hazard causing harm. The higher the score the more likely the risk. The colors
give a sense of the intensity; green is acceptable and red is very severe.
Almost
certain
5
5 10 15 20 25
Very likely
4
4 8 12 16 20
Even
chance
3
3 6 9 12 15
Possibly
2
2 4 6 8 10
Negligible
1
1 2 3 4 5
Negligible
1
Slight
2
Moderate
3
High
4
Very high
5

34
BRADFORD UNIVERSITY Endeavour Wharf Centre, River Esk
RISK ASSESSMENT SHEET Crane : Grove GMK 3055 DATE: SHEET No / 1
Activity Hazard People at risk Risk rating Control measures or comments Risk rating Result
(Green,
Amber, Red)
S L R S L R
Clearing the Land Ballast debris Employment of
modest security
personnel on site
4 3 12 Hard hats and adequate PPE gear 2 3 5 Green
Crane Machinery Injury to personnel Personnel in the
crane cab
3 3 9 A maintenance and service schedule is to be
established and implemented. Keys to the crane must
be signed out
2 3 6 Green
Lifting
Failure of lifting
equipment
Damage to
buildings/equipment
and injury/death to
personnel
5 3 15 All lifting equipment is to be certificated and inspected
regularly. A copy of certification is to be posted for
record keeping and reference.
5 2 10 Amber
Falling Materials Damage to
buildings/equipment
and injury/death to
people on ground
5 3 15 All lifts are to be carried out as directed in the lifting
assessments and schedule of common. All lifts are to
be carried out by competent trained slinger/signallers
5 2 10 Amber
Immovable objects
such as dangerous
steel parts left behind
on site
Tripping General Public 5 5 25 Make provision to enclose site with high fence, install
gates with good locking system and provide for day and
night certified security personnel with
telecommunication resources and welfare facilities
5 3 15 Red
Access to and from
site
Exposure to debris
and risk of being hit
Risk to: Public/
Operators/ Site
Operatives
3 2 6 All other site operatives to be made aware of crane
movement. High visibility jacket for ground
works/people.
2 2 4 Green
Execution of Setting
out, Removal of
existing floor surface
Flying stones Work force 4 5 20 Appropriate Personal protective Equipment 4 3 15 Red

35
and commencing
excavation.
Maneuvering around
site
Ground
Conditions
Crane travelling over
unprepared or
uneven ground
possible damage to
ground surface and
or crane and
property.
3 3 9 Ground to be assessed at time of site inspection.
Ground improvement to be implemented where
needed. Operator/Crane Supervisor to inspect on day
of operation.
3 2 6 Green
Lifting Heavy loads coordinator and
crane supervisor
4 3 12 Visual assessments are to be made by competent
personnel to ensure the correct lifting equipment is
used for the lift and that the crane is able to lift the
weight of the load at the required radius
4 2 8 Amber
Lifting High Winds Instability and loss of
control of lifting
operation
3 3 9 Wind speeds within the site area are to be monitored
and all lifting operations are to be done in strict
conditions not reaching threating wind speeds
3 1 3 Green
Crane Machinery Unscheduled / Non
competent lifts
Damage to
buildings/equipment
and injury/death to
personnel
4 2 8 No unauthorized persons are to carry out any lifting
operations; all operatives are to show proof of their
competency prior to employment.
4 1 4 Green
Positioning of crane Close proximity of
cranes/building/pu
blic amenities
Entanglement
leading to loss of
integrity of load
3 3 9 A safe system of work is to be done ensuring that the
risk of collision is removed.
3 1 3 Green
To connect site
offices to existing
sewers and electrical
supply lines. This
entails excavation of
trenches to lay pipes
etc. And includes
entering of existing
manholes for
Getting trapped in a
confined space
The guy entering the
manhole
5 4 20 Going down with a touch and gas musk and vital
communication. Determine if propping is required
based on ground conditions, but seek advice first, then
carry out earth removal and lay services with barriers
in place, also check for air conditions in trenches before
commencing work at all times.
5 3 15 Red

36
different
connections.
Location of dead
cranes
Sleeping or dead
cranes.
Collision of cranes 4 2 8 Crash radio system or a zoning system fitted to the
crane. Removing the dead crane off the site.
4 1 4 Green
Basement Excavation,
Preparation for
pilling, Retaining walls
reinforcement cages,
and allow for
temporary support
retaining wall or
cofferdams.
Collapsing sections
of the retaining wall
Workforce 3 2 6 Using soil reinforcement methods and soil nailing and
sheet piling. Ensure barriers are in place during
excavation, weights of cages are checked for individual
lift and should not exceed 20Kg, all other cages in
excess of 20Kg should be lifted by crane. PPE should be
worn at all times especially hand gloves. Ensure smooth
traffic flow for earth removal and all vehicles entering
basement area via Berm 1 and leave via Berm 2 and
that both berms allow for barriers separating
pedestrian from vehicular traffic and temporary
supports are placed to hold back earth and water from
excavated area, with wheel wash area placed close to
exit at ground level
2 2 4 Green
Fixing objects at
height and welding of
the beam and
columns on the steel
members
Falling or burning of
skin and inhaling of
gas formed off the
weld of the steel
parts
Welding workforce 4 3 12 Using the climbing harness and placing a net at each
sections to catch the individual
2 3 6 Green
Manual operations Manual
Handling and
signalling
Incorrect signals give
to crane operator
causing damage to
loads, property or
injury to personnel.
5 4 20 Qualified Signalers to use recognized hand signals or
radio commands to communicate with crane
operators.
5 2 10 Amber
Ensure that all
information is
obtained about the
soil conditions, e.g.
termite, rodents,
Inhaling fumes and
toxins from soil
excrement’s
Workforce handling
the soil
3 2 5 All personnel must wear safety boots, thick gloves and bright
visible clothing (full PPE) before commencement of work.
2 2 4 Green

37
sharp objects and
other potential risks.
S – Severity (1 – 5) L- Likelihood (1-5) R – Risk (S x L = 1 – 25)
KEY
Typical examples in results column
(Green - Acceptable - scores (1 -6)
(Amber -Accept but can procedures be improved - scores (7 - 12)
(Red -Safety proposals are unacceptable – cannot be used – revise procedures - scores (13 - 25)
Signature of person making risk assessment: Printed Name: Edison Derric Mugoya Date: 21/03/15
Signature of person approving risk assessment: Printed Name: Alan Majeed Date: 24/04/15
Review Date: 1/05/15

38
Calculations

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Reference
BSEN1993.(1993).Extracts from Eurocode 3. Available:
http://app.knovel.com/web/view/swf/show.v/rcid:kpSEESESS3/cid:kt00AP9VN2/viewerType:pdf/ro
ot_slug:structural-eurocodes?cid=kt00AP9VN2&page=1&b-toc-cid=kpSEESESS3&b-toc-root-
slug=structural-eurocodes&b. Last accessed 02/11/2015.
BSEN1994. (2004). Extracts from Eurocode 2. Available:
http://app.knovel.com/web/view/swf/show.v/rcid:kpSEESESS3/cid:kt00AP9S3Q/viewerType:pdf/ro
ot_slug:structural-eurocodes?cid=kt00AP9S3Q&page=1&b-toc-cid=kpSEESESS3&b-toc-root-
slug=structural-eurocodes&b. Last accessed 02/11/2015.
Ernst and Peter Neufert. (2004). Building Componets. In: Bousmaha Baiche and Nicholas Walliman
Neufert Architects's Data. 3rd ed. German: Blackwell Science Ltd. 51-94.
David Adhler. (1969). Basic design data. In: David Adler Metric Handbook Planning and
Design Data. 2nd ed. Kent, Great Britain: Plant a Tree. 9-22.
David Adhler. (1969). Sanitary Installations and Cloakrooms. In: David Adler Metric
Handbook Planning and Design Data. 2nd ed. Kent, Great Britain: Plant a Tree. 22-48.
David Adhler. (1969). Offices. In: David Adler Metric Handbook Planning and Design
Data. 2nd ed. Kent, Great Britain: Plant a Tree. 185-200.
David Adhler. (1969). Museum art gallery and temporary exhibition. In: David
Adler Metric Handbook Planning and Design Data. 2nd ed. Kent, Great Britain: Plant a
Tree. 491-506.
David Adhler. (1969). Library and information centres. In: David Adler Metric Handbook
Planning and Design Data. 2nd ed. Kent, Great Britain: Plant a Tree. 507-555.
KeyStone Lintels. (2015). Cavity Walls. Available:
http://keystonelintels.com/lintels/standard-lintels/100mm-inner-leaf-100mm-outer-leaf-
lintels/extreme-load-lintels/. Last accessed 15/03/15.

329
Appendix
Appendix A: Group Meeting Minutes
Alan Majeed (12017553)
Ismail Hussei (11027010)
Theodoros Gianneas (13026528)
Edison Derrick Mugoya (12006149)
Khalid Al-Ahbabi (11023194)
Group 1, Team 2 Minutes

330
GROUP1 (TEAM 2) |MINUTES
AGENDA TOPICS
Time allotted | week2 | Agenda topic Introductory | Presenter Alan
Discussion:
 Setting Ground Rules
 Highlights of Feasibility Study Module
 8weeks to deadline set by group leader Alan Majeed
 2 meetings will be held a week on Tuesday and Friday, Tuesday’s session is to see
what’s been covered and Fridays session is dishing out the tasks
 Briefing our new members on the civil engineering design
Conclusion: Welcome to team 2, please attend all or most of the meetings! Theorodos was
absent away in London or something!!!
Theodoros Gianneas
Meeting date | time 27/01/2015 3:00 PM | Meeting location Atrium
Meeting called by Edison
Type of meeting Short discussion
Facilitator Alan
Note taker Edison
Timekeeper Alan & Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi

331
AGENDA TOPICS
Time allotted | week2 | Agenda topic Basement | Presenter Alan
Discussion:
 Discuss basement
 Foundation types decided
 Pile design and drawing of basement slab
 Roof trusses and Temporary work
 Dimension of structure defined
 Meet on 31/01/2015 for more work
Conclusion: Come to an agreement on the above discussions and begin drawing the
basement Derric and Khalid start drawing the west elevation view facing the river. Ismail begin
3D drawings. Theo and I will do the calculations for the geotechnics.
Theodoros Gianneas
Meeting date | time 30/01/2015 3:00 PM | Meeting location SC coffee shop
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi

332
AGENDA TOPICS
Time allotted | week4 | Agenda topic Building Design | Presenter Alan
Discussion:
 Deciding what the spaces will be used for
 Organizing space and layout of columns
 Roof Calculation begin
 Size of wall and thickness determined
 Re-location of core areas
 Re-structuring of building design
 Materials of roof defined
Conclusion: All agree on the re-structuring of the building from previous design submitted
in the feasibility study! Reason begin that the building wasn’t structural stable and needed re-
consideration. Wrong materials where chosen and not used by industry.
Theodoros Gianneas
Meeting date | time 09/02/2015 1:00 PM | Meeting location C3.07
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Edison Derrick Mugoya Absent

333
AGENDA TOPICS
Time allotted | week4 | Agenda topic Continue Design | Presenter Alan
Discussion:
 Choosing a suitable roof material such as clay tiles, polymers or metal
 Continuing on the schematic drawings and sorting out the columns and beams
 Resizing the screening rooms that will be used for the cinema space
 Figuring out what materials should be used for fire walls
 Briefing the people that were absent
Conclusion: Come to an agreement on the material used for the roof! And to cover the
structural analysis of the distribution of the loads from the roof on to the columns of the second
floor.
Theodoros Gianneas
Meeting date | time 11/02/2015 1:00 PM | Meeting location C3.07
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

334
AGENDA TOPICS
Time allotted | week5 | Agenda topic Drawings of roof Design | Presenter Alan
Discussion:
 Adjusting the trusses to each column rather than every 10.5m
 Re-moving the centre columns on the second floor
 Adding rafters and their dimensions
 Choosing purlin’s sections and designing members
 Checking the distribution of forces along the roof
Conclusion: We all agreed upon a change to the second floor middle/central column
alignments. Redesign and drawings edits to the roof trusses and additions of purlins
connecting the truss over the bay span of 6m along the long side of the building.
Theodoros Gianneas
Meeting date | time 17/02/2015 11:00 AM| Meeting location SW.012 Phoenix
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi

335
AGENDA TOPICS
Time allotted | week5 | Agenda topic Beams/columns and Slab | Presenter Alan
Discussion:
 Discussing the section members than will be suitable for loads
 Order of design based on the transfer of loads
 Identifying the number of different column types for each floor
 Distinguishing between the different materials ability to carry the given loads
 Drawing to a conclusion of the tasks and assigning job titles to each
Conclusion: Derric and Theo begin design of column, beam and slabs! Khalid and Alan
continue design on roof truss and tiles, Ismail continue with drawings of the additional sections
from our last! Before printing out the tables for hand written work have your work checked by
a colleague and make sure errors are amended!
Theodoros Gianneas
Meeting date | time 19/02/2015 10:00 AM| Meeting location C3.10
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

336
AGENDA TOPICS
Time allotted | week6 | Agenda topic Drawings columns /beams | Presenter Alan
Discussion:
 Recalculate the primary beams and redraw to new dimensions
 Choose appropriate sections for slabs
 Rewriting the calculations on neat paper and going over them in pen
Conclusion:
Ismail continue with drawings of the additional sections from our last meeting and try to start
on the 3D models, khalid and derric re-calculate the slabs and the beams, ALAN and Theo re-
write the final calculation with pe.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

337
AGENDA TOPICS
Time allotted | week6 | Agenda topic Calculating for joints | Presenter Alan
Discussion:
 Get calculation for beam to beam joints
 Check through theos slab calculations
 Begin on beam to column calculations
Conclusion:
Decide on whether to give ismail a second chance on his pathetic excuse of his absence to
the meetings. Have the above work done for next Friday to show Mr Derek Walker
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

338
AGENDA TOPICS
Time allotted | week6 | Agenda topic Calculating for joints | Presenter Alan
Discussion:
 Get calculation for beam to beam joints
 Check through theos slab calculations
 Begin on beam to column calculations
Conclusion:
Decide on whether to give ismail a second chance on his pathetic excuse of his absence to
the meetings. Have the above work done for next Friday to show Mr Derek Walker
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

339
AGENDA TOPICS
Time allotted | week6 | Agenda topic Assigning New tasks | Presenter Alan
Discussion:
 Checks for secondary beam covered by khalid
 Checks for connections covered by Derric and Theo
 Brief Ismail on his absence yesterday

Conclusion:
Ismail need to adjust his drawing of the connections and thee beams! Roof truss and layout
out ports need to be expanded.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

340
AGENDA TOPICS
Time allotted | week7 | Agenda topic Geotechnical checks| Presenter Alan
Discussion:
 Khalid should check the retaining walls done by Derric
 Piles and beam of cap should be done to euro code
 Alter the dimension of the pile caps to fit in the beam
 Ismail should draw the slab of the basement.

Conclusion:
Next meeting should write in neat the copy towards the final
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Excused
Excused

341
AGENDA TOPICS
Discussion:
 Soil forces acting as a uplifting pressures calculations
 Drawings of the slabs on the ground level
 Calculation of 2way slabs
 Prepare questions for Mr Derek Walker
Conclusion: Writing the beams and columns after checks from Khalid! and drawings to be
adjusted to the new changes from the checks
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Late

342
Discussion:
 Piles needs to be recalculated and checked by Khalid!
 Beams calculations at the basement level needs to be approved of by Mr Derek Walker
and drawings to begin afterwards
 Wall cavity loads and secondary beams recheck Derric’s calculations
Conclusion: we are not progressing as per plan as we need to speed up and reduce the
mistakes Derric Please pick up the pace and make less mistakes please. Theo please check
the Fin plate and secondary beam calculation by Derric.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

343
Time allotted | week9 | Agenda topic Calculation checks| Presenter Alan
Discussion:
 Fin Plates need be changed as the loads from the secondary beam and Primary beams
have been adjusted!
 Theo please cover the corner column checks of Derric’s Work as the loads from the
beams have changed
 Ismail use the notes taken from our last meeting with Mr Derek Walker and adjust the
drawings
 Khalid please check the geotechnical calculations from last week and approve of them
Conclusion: Hopefully by next week will be done with calculations and this will be accepted
by Mr Derek Walker so that we can begin implementing the final drawings on AutoCAD.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

344
Discussion:
 Fin Plates need be checked as the loads from the secondary beam on Flanges and
also on Web
 Derric Please state the writing of the Risk Assessment and help Theo with his
calculation checks
 Ismail use the notes taken from our last meeting with Mr Derek Walker and adjust the
drawings and follow his guide lines.
 Khalid please check the geotechnical calculations from last week and approve of them
Conclusion: Hopefully by next week we would have finished the writing parts on the retaining
wall calculations Khalid can continue with the final round of checks.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

345
Discussion:
 Khalid’s needs to make adjustments to the pile foundation calculation as the loads
from the columns have been altered
 Ismail needs to amend the drawings and continue the retaining wall in 3D
 Theo is checking the retaining walls, corner column and slabs at ground level
Conclusion: Hopefully by next week we will be done with calculations and we may begin to
print out the final copies to go show Mr Derek Walker. Check with Mr Derek Walker so that we
can begin implementing the final drawings on AutoCAD.
Theodoros Gianneas
Facilitator Alan
Note taker Edison
Attendees
Alan Majeed
Ismail Hussei
Khalid Al-ahbabi
Absent

Endeavour wharf centre whitby 29.04.15

Endeavour wharf centre whitby 29.04.15

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