The Proposed Build Of A Health Care Centre Engineering Essay

October 27, 2017 Health

The undermentioned assignment that I have been given and completed is approximately, proving, working out, planing, edifice and care of the proposed physique of a wellness attention Centre. This involves bring forthing a flow chart for a site investigation/evaluation, analysing dirts and they chemical composings, working out the right foundation size/type, different ace constructions that can be used, internal/external specifications, service floor programs, and ways edifices can deteriorate.

This is a flow chart of a site probe:

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Address/region and Where the land is?


Find out where north facing is?

Topography of landscape ( this is to buttockss ‘ landscape /building/surroundings )

What tallness is the H2O tabular array? And is at that place any stopping point by watercourses or rivers?

Soil testing/core samples which includes tallness of clay, sand and stone degrees beneath dirt bearing capacity of Crown and any taint within soil/ground if so what can be used to neutralize it during building? How acidic are the samples?

Is it a brown field / Greenfield field site ( used ) / vitamin D ( fresh ) ?

What rights of manner are needed for site?

Where to run:

Power overseas telegrams

Gas, H2O and electricity services

Is it a preservation country?

any listed edifices? Is at that place be aftering restraints? Local authorization hunt to be done? Have be aftering applications been applied for this site before? If so, was it refused or permitted? And why?

Orientation of site which includes waies of sunlight north point and over-shadowing

Different methods used in site probes.

During a dirt probe sampling of the dirt will be taken.

The samples can be taken in a few ways for illustration:

A shovel sample ( this is a disturbed sample )

Hand/machine plumber’s snake, this is used like a bottle screw into the land and so lifted out. The dirt is left on the existent bottle screw. ( this is a disturbed sample )

Split spoon sampling station, this is a cylinder split in half length ways ; it is so hammered into the land by a needed 140 lb cock. It is so recorded how many blows it takes to make its deepness of 18 inches. The cock will be dropped from a specified 30 inches to maintain proving consistent. ( this is a disturbed sample )

Thin walled tubing, this is a thin cylinder with a cutting border at the base. This is so attached to a drill rod. This is so driven into the land and on release it sucks the sample up with it. ( This is an un-disturbed sample ) .

Piston sampling stations, this once more is a cylinder within a cylinder that is positioned into the underside of a dullard hole. There is a Piston at the top which is the outer cylinder that stays at surface tallness but drives into the interior cylinder down. These are merely best used in soft dirts. ( This is an un-disturbed sample )

Above I have talked about disturbed and un-disturbed dirt samples. A disturbed dirt sample is a sample taken that does non give accurate information because the dirt construction changed somewhat when certain instruments were used.

An un-disturbed sample is one that is obtained utilizing other, more delicate instruments that wo n’t alter the construction of the dirt.

These instruments are used to take dirt samples to take back to a research lab for probe. There are other instruments and probes made on the land such as:

A cone incursion trial, this is a cone shaped cylinder that is pushed into the land hydraulicly. This is used to mensurate opposition of the tip and shear within the cylinder.

Piezocone penetrometer, this is used to mensurate land H2O force per unit area as it is pushed into the land.

Full flow penetrometers, this is a T-shaped instrument used in soft dirts e.g. sea floor and steps penetration opposition so estimates can be made on undrained and remoulded dirt shear strengths.

Here are some trials that are made after a sample has been taken:

Atterberg bounds ( plastic/liquid bound )

This tests the boundaries and consistence of plastic dirts. Water is added to prove how much it can absorb every bit good as proving the shrinking.

Resistance trial, a speculator is pushed into a compacted sample to gauge its resiliency.

Direct shear trial, a changeless burden will be applied to an country of the dirt to find its strength.

Expansion trial, a remoulded dirt sample incorporating 50 % H2O will be used to prove enlargement of clay dirts.

Odeometer trial, this is a trial to find the swelling dirts.

Particle-size analysis, this is a screen that has different sized muss wholes smallest at the underside. The screen is shaked until all of the atoms separate into the different degrees to find the graduation in the dirt ( grain size ) .

The figure of dirt samples taken depends on the size of secret plan for illustration: 10-20 samples for every 40 estates. Making more than one sample is important as there can large a big difference in the dirt from one side of the secret plan to the other. Most dirts are counted as either a sand or clay.

Littorals are even dirts that consist of crushed rock. Sand is worn down stone atoms that have formed from weathering/chemical weathering.

Clay grains are normally formed from chemical weathering of stones and dirts.

The dirt information will assist find the type of foundations used, cement used, any airing demand and deepness of foundations.

Here is an illustration of a key used to find atom size:

Size scope of grains



60-200 millimeter

Coarse dirts






20-60 millimeter


2-6 millimeter






0.6-2.0 millimeter

0.2-0.6 millimeter

0.06-0.2 millimeter

Fine dirts






0.02-0.06 millimeter

0.006-0.02 millimeter

0.002-0.006 millimeter



& lt ; 0.002 millimeter

Here are illustrations of different types of cellar new physiques including what determines the type of building:

Sand and coarser atoms are seeable to the bare oculus.

Silt atoms become dust-covered when prohibitionist and are easy brushed off custodies and boots.

Clay atoms are oily and gluey when moisture and difficult when prohibitionist, and have to be scrapped or washed off custodies and boots.

Rounded: water- or air worn ; transported deposits.

Guerrilla: irregular form with unit of ammunition borders ; glacial deposits ( sometimes sub-dived into sub-rounded and sub angular )

Angular: level faces and crisp borders ; residuary dirts, grits.

Flaky: thickness little compared to length/breadth ; clays.

Elongated: length larger than breadth/thickness ; broken flagstone.

Flaky elongated: length & gt ; breadth & gt ; thickness ; slates.


Deciding on the most suited sealing system for a new physique cellar will depend on a figure of factors including:

Site conditions

Soil type

Proposed usage of cellar

Basement building type ( substrate stuff )

Necessity to protect against dirt contaminations / land gasses

Here are illustrations of different types of cellar new physiques including what determines the type of building:

Example 1 – Externally-Applied Basement Waterproofing ( Dual Layer )

Waterproofing the external walls of the cellar has the benefit of forestalling H2O and contaminations from come ining the cloth of the edifice. The diagram on the left shows a “ double bed ” cellar waterproofing system. Vandex BB75E elasticised waterproofing slurry forms the primary sealing system and is applied straight onto the cellar wall by trowel or spray. In this illustration a closed-cell insularity board is so applied to the wall before the application of the secondary drainage / protection bed ( Oldroyd Gtx geocomposite drainage membrane ) . This secondary drainage bed lessens the emphasis put on the primary sealing system, cut downing H2O immersion caused by possible imperfectnesss in the application of the primary sealing system and/or structural motion.

Oldroyd Xs waterproofing membrane provides waterproofing below the slab.Dual-layer cellar sealing



Example 2 – Internally-Applied Basement Waterproofing

Internally-applied cellar waterproofing systems are most normally used on cellar transition undertakings. However, they are besides utilized on new build cellar undertakings where it is hard to use a sealing system externally – e.g. due to the propinquity of adjacent edifices.

The cellar waterproofing system shown in the diagram on the right is the Oldroyd Xv pit drainage system. This waterproofing system consists of a dimpled plastic membrane ( Oldroyd Xv ) which is fixed to the walls and floors of the cellar. This forms a “ drained pit ” which redirects any H2O come ining the cellar into an Aquadrain margin drainage channel ( shown in green on the diagram ) . The Aquadrain drainage channel leads to a sump and pump that removes the H2O from the cellar.

Alternatively, a cementitious “ tanking ” system such as Vandex BB75 can be used. This is applied to the internal walls of the cellar by trowel or spray. Rather than airting the H2O, it forms a physical barrier – forestalling any moistness from come ining the cellar. For this ground a sump and pump are non required..

Internally-applied cellar sealing.

Example 3 – Waterproofing Diaphragm and Piled Walls

Diaphragm walls and contiguous/secant piled walls are normally used in the building of big commercial cellars. Because of the manner these types of wall are constructed, it is merely possible to place the sealing on the internal face of the wall. Waterproofing solutions for these types of wall are hence similar to those used to waterproof internal cellar walls ( see above ) although they are adapted to take history of the higher degrees of H2O immersion that might be expected in larger cellars – e.g. the pit drainage waterproofing system shown in the diagram on the left uses the large-stud-size Oldroyd Xv20 drainage membrane to supply a larger drainage pit than would be the instance with standard drainage membranes.

An alternate attack to waterproofing immediate and secant piled cellar walls is to sandwich a bed of Vandex Super crystalline active waterproofing slurry between a bed of changeable Crete and a bed of insitu concrete ( see diagram ) .


These diagrams and information on types of cellar physiques was obtained from:

hypertext transfer protocol: // World Wide Web,

Groundwater control/dewatering

Land H2O control/dewatering is a system of work put in topographic point to supply a stable, dry and safe working topographic point that is below the groundwater degree. Dewatering is used when a deep digging is needed.

A pump will be used to pull the H2O content from the saturated dirts and will ptyalize out any of the gathered H2O through a hosiery into an country that will non be affected by the extra H2O.

Here are two illustrations of trench supports that can be used during digging of trenches and basement building:

Diagram 4 – a conventional study of cross-strutting

Diagram 5 – demoing a land ground tackle conventional study

Calculation of tablet foundations

Conversion factor = multiply by 9.81

Portal column = 5.6m high ten 51kg/m = 285.6kg ten 9.81 = 2806 / 1000 = 2.806

100mm carnival faced brickwork = 6m ten 2.435 221 N/mA? = 14.61 ten 221 = 3229

3229 x 9.81 = 31675 / 1000 = 31.675kn

100mm block work = 129 ten 14.61 = 1885mA? ten 9.81 / 1000 = 18.489kn

Cladding aluminum = 2.5kg/mA? Insulation = 2kg/mA? run alonging board = 8.30kg/mA?

6m ten 3.165m = 18.99 ten 12.8 = 243 ten 9.81 = 2385 / 1000 = 2.385kn

Roof beam = 12.5 ten 31 = 387.5kg ten 9.81 = 3801 / 1000 = 3.801

Roof = 12.5 ten 6 = 75 ten 12.8 = 960 ten 9.81 = 9418 / 1000 = 9.418

Loading on each column = 68.574

Live burden = 7.5

Pad foundation country = 68.574 + 7.5 = 76.074 / 95 = 0.80

The entire country per tablet foundation is 800mmsquare

Here is how I came to this computation:


A speedy reappraisal of the edifice ‘s design reveals a portal frame construction utilizing frames which span 24 meters each and are set out on a regular grid of 6 meters. The design uses a facing of a brickwork outer foliage and block work inner foliages separated by a 75 millimeter pit to a tallness of 2035 millimeter above finished floor degree. Above the pit wall an insulated metal cladding set onto profiled sheeting tracks is used vertically to the eaves and a similar stuff is used to cover the roof which is set at a pitch of 15 grades.

The Calculation: To work out the country of an single tablet terms we must foremost happen the weight of the separate stuffs used. In pattern the bulk of on a regular basis used edifice stuffs are available in tabular signifier from assorted beginnings such as the Architects Metric Handbook and a limited list besides appears in the Building Construction Handbook by Chudley and Greeno both available on Boodle. Manufacturers besides list weights in their merchandise literature. The weights of stuffs will either be quoted as per square meter for say for brickwork or profiled sheet metal facing or per additive meter for say structural steel beams and columns. To happen the weight of the country of an component of the

edifice ‘s construction we must mention back to the design. If we assume that each tablet foundation and the column straight above must transport the weight of the edifice stuffs placed on each side of it to half the distance to the following column on the grid. In the illustration given, based on a 6 meter grid construction, we must see the weight of the 3 meters on each side of an single column so in consequence we must look at a 6 meter strip of the edifice. In the same manner when looking at the roof construction we note an overall span of 24 meters and hence half of that length, 12metres will bear upon the column and it ‘s pad foundation under consideration. This is somewhat affected by the pitch of the roof at 15 grades but by utilizing a scale swayer we find that the length of the roof is about 12,500 millimeters from ridge to eaves. We must therefore expression at the roof as a two-dimensional signifier of 12.5 metres by 6 meters ( the breadth being determined by the grid defined above ) . The weight of the brickwork ( presuming medium denseness is used ) = 221kg/mA? The weight of the block work = 129 kg/mA? The weight of the cladding panel must be broken down into its separate component parts: Profiled metal sheeting ( Aluminium ) = 2.5 kg/mA? Insulation ( as “ King span ” ) = 2.0 kg/mA? Lining Panel ( Plasterboard or “ Cape Board ” ) = 8.3 kg/mA? The weight of the steel structural column and beam are measured in additive meters and the weights of single steel structural constituent sizes may be found on the web site of “ Corus ” , the maker. The first two figures of a steel size refer to its existent dimension about while the last numeral value is the denseness or thickness of the stuff used.

The roof beam is quoted as 254 x 146 ten 31UB ( Universal Beam ) The column is quoted as a 356 ten 171 ten 51UB ( Universal Beam ) Note: Square subdivision steel members are referred to as UC or Universal Column. Having established the weights per square or additive meter we must cipher the weight of the 6 metre strip of building bearing onto the pad foundation. Therefore: Brickwork = 6m ten 2.435m ten 221kg/ mA? = 3228.8 kilogram ( width x tallness x weight ) Block work = 6m ten 2.435m ten 129kg/ mA? =1884.7 kilogram Cladding on wall at upper degree = 6m ten 3.165 x ( 2.5 + 2.0 + 8.3 ) = 243 kilograms Cladding for roof = 6m x12.5m x ( 2.5 + 2.0 + 8.3 ) = 960 kilogram Roof beam = ( false length ) = 12.5 ten 31kg/m = 387.5 kilogram Wall column = ( assumed tallness ) = 5.4 ten 51kg/m = 286 kg The entire weight of the building = 3228.8 + 1884.7 + 243 + 960 + 387.5 + 286 = 6990 kg Structural Engineers work in a unit called a Newton ( or more usually a Kilo-Newton or 1000 Nektons ) which may approximately be said to be the consequence of gravitation upon a given weight. The usual transition factor is a given as weight in ( kg x 9.81 = Newton ‘s ) ? 1000 = Kilo-Newton. Therefore: 6990 x 9.81= 68571.9 N ? 1000 = 68.5719 or state 68.6 KN The weight of the building expressed as KN = 68.6 To this must be added a Live Load which may be said to be the weight of the trappingss, people, equipment, air current tonss and the similar that affect the construction. These unrecorded tonss are normally taken from tabular arraies devised by Engineers from common experience of changing types of edifices and there use. In this case we will presume a in-between office burden of 7.5 KN. The entire burden = 68.6 ( Dead Load ) + 7.5 KN ( Live Load ) = 76.1KN. We know that the land is capable of transporting a Load of 95 KN /mA? ( given for this assignment and normally taken from a dirt study study compiled for each edifice undertaking ) . To happen the size of the tablet foundation therefore we divide

76.1 by 95 = 0.8015. So a square tablet foundation of 800 tens 800mm should turn out adequate for each column and the tonss exerted.

Comparison of different types of building for the health care Centre.

It has been decided that the most sustainable type of building for the health care Centre is a portal frame on a raft foundation.

The other types of frame building available are non suited for cost, life anticipation, asp feverish expression, co2 emanations and the foundation type.

Here are some of the other options that have been considered

with grounds why they have non been used for the design and physique.

Timber frame building:

It is a popular method of building in the u.k as it is rather inexpensive and speedy to building.

I will non be utilizing this frame for the physique of the wellness Centre as there is a hazard of impairment when it is exposed to inordinate wet.

Care on this type of frame will be a batch more than the portal frame as it will necessitate more waterproofing and waterproofing done on a regular footing.

Massive building: is a method where edifices are pre-fabricated and transported either in whole or in subdivisions to the topographic point where it is needed.

This type of building is where clip and labor can be saved.

This method is unsuitable for the wellness Centre as the design for the wellness Centre is a immense building.

Cross wall:

This type of building is non suited for a health care Centre because the design and planning consents will necessitate to be re-designed to run into the local authorization ‘s standards of physique. Which will blow clip and money?

Portal frame:

Portal frame building is a method of edifice and planing simple constructions

That is why I have chosen to utilize this design of frame for the building of the health care Centre this is the most simple building of frame for big edifices.

Undertaking 3 alternate signifiers of ace constructions ( 3.2 )

There are many different types of super constructions that can be used such as:

Timber frame

Pre-erected steel

Traditional physique

Pre-erected concrete

With many different types of cladding/glasswork




Due to planetary warming it is up to the design squad to work out the most eco-friendly and most sustainable building techniques for the physique needed. This even includes internal and external fixtures and adjustments, for its life anticipation, how many c02 emanations it releases during and after building, its thermic capacity etc.

3.2 spec for internal coatings

4 Consultation suites

1 sink per room

1 lumber desk per room

1 Galloway storage unit per room ( all fitted with a locking system )

1 upholstered swivel chair per room

2 sterling stacking upholstered chair per room

1 scrutiny bed per room

1 p.c per room

1 whiteboard per room

1 general waste bin per room

1 clinical waste bin per room

2 nurse Stationss

1 lumber desk per room

1 Galloway storage units per room ( all fitted with a locking system )

1 swivel upholstered chair per room

2 Sterling stacking upholstered chair per room

1 p.c per room

1 white board per room

1 general waste bin per room

1 clinical waste bin per room

1 prenatal room

Galloway storage units ( all fitted with locking a system )

1 swivel upholstered chair

2 sterling stacking upholstered chairs

1 scrutiny bed

1 p.c

1 white board

1 general waste bin.

Podiatry room

1 sink ceramic with a long armed chromium steel steel pat

1 lumber desk

1 Galloway storage unit ( fitted with a locking system )

1 swivel upholstered chair

2 sterling stacking upholstered chairs

1 scrutiny bed

1 p.c

1 white board

1 general waste bin

1 clinical waste bin

An office

1 lumber desk

Galloway storage units ( fitted with a locking system )

1 swivel upholstered chair

1 p.c

1 general waste bin

Staff room

2 dark hardwood rectangle tabular arraies.

1 white board

1 general waste bin

1 Fridge/freezer



Sterling stacking upholstered chairs


2 meeting suites

1 big rectangular lumber desk ( Acacia melanoxylon ) per room

Sterling stacking upholstered chairs

1 general waste bin per room

1 whiteboard per room

Basement storage country

Heavy responsibility steel storage system ( fitted with a locking system )

Waiting country

Plus line seating to be used for waiting country this is an airport manner of siting which is comfy and modern.

These can be made from recycled stuffs which can besides be wiped clean.

1 general waste bin


Ceramic sinks with standard chromium steel steel lights-outs

Ceramic lavatories bases with fictile lavatory seats

1 mirror in each lavatory

Fold out babe modifier in handicapped lavatory

Disabled manus rail in handicapped lavatory

Emergency pull doorbell in handicapped lavatory

1 mirror in handicapped lavatory

1 general waste bin

A Cyclops florescent tubing illuming system to be used throughout the edifice to be energy and cost effectual.

All doors to be fire-rated criterion on ego shutting flexible joint ( difficult have oning Acacia melanoxylon )

A non faux pas vinyl shocking to be used throughout the whole edifice

Cream emulsion to be used in most suites, and light xanthous emulsion to be used throughout waiting countries, entryway and hallways.

Plasterboard with tape and joint coating throughout.

All switch and socket screens to be metal.

Standard 150mm grooved hedging board throughout whole edifice.

Suspended metal framed ceiling system with light weight panels throughout whole edifice.

Window frame is to be a upvc window in white throughout edifice.

Gas layout

The gas pipe work runs from the brinies which is the south side of the edifice on the land floor to the boiler and up the internal wall to the cylinder system on the first floor.

The metre is located on the external wall with the electric metre boxed in together.

Where the pipe enters through the wall/flooring it needs to be sleeved by a larger pipe for protection for motion allowances in the edifice and to halt any pipe work escapes in the pit.

The external diameter of the arm needs to be sealed with howitzer mix and the internal diameter on the internal/external walls to be sealed with a fire immune silicone.

The radiators will be individual and dual panelled convectors 600mm ten 1000mm, with an enamel pigment coating to them.

The individual angled radiator valves and wall fixings/brackets will be supplied with the single radiators.

The pipe work to all radiators will be 15mm Cu tube.

The boiler fluke will confront out the south side of the edifice on the land floor.

Minimum deepness of the service pipe to be laid to is 375mm from land degree.


Electrical layout

From the electrical layout I have drawn it shows the places of stopper sockets, illuming, light switches and routing of the electrical wiring through the walls, floors and above the ceiling to drop down for the lighting.

I have placed two dual sockets in every room and around each desk infinite in the response country, for more than one electrical contraption, but if more points are needed an extension multi socket can be easy used.

The lighting is a strip-tube lighting which can easy and cheaply replaced when needed.

They besides create an effectual lighting system and the tubings are energy efficient.

All of the services to the edifice can be maintained or repaired by drawing relevant parts of plaster board, ceiling tiles off to entree the needed country.



Hot/cold pipe work

From the hot and cold pipe work layout that I have drawn, it is made rather clear where the mercantile establishments are to all of the healthful ware.

The H2O supply is through a half ( 15mm ) pipe to push-top lights-outs.

The pipe work will run through the screeded floor and block walls with a protection around the pipes to minimise wear and tear.

It will so split off into each room up through the dividing block walls to needed mercantile establishments. There will be a turncock for each room and one chief turncock to close off from the brinies near where the boiler system is situated, for any care or fix work to be done.

The brinies entry point and H2O metre are located South of the edifice with the metre being boxed in at land degree.


Sanitation / drainage

From the sanitation and drainage layout I have drawn, it shows all waste mercantile establishments from the sanitary-ware.

There are two stack pipes that lead to external disgusting H2O manholes which so lead onto the chief foul H2O system.

The stack pipes used are to be 4 inch in diameter.

The waste pipe mercantile establishments to be used are 40mm in diameter, the stack pipes taking to manholes are located south and west of the edifice.

The manholes are used for care intents.


Decay and impairment of edifices

There are many grounds why edifices deteriorate which are:

Lack of supervising over different trades during building.

Deterioration of hapless stuffs used and services.

Not plenty thought or detail into the proposed edifice when designed ( design mistake ) .

General jobs

Problems that occur from these are:

Site trial /investigations non carried out exhaustively.

Materials non being fitted/ fixed right.

Ingredients missed out.

Incorrect stuffs used.

Design mistakes realized during/after building.


DPM/lead work/ roof non built right.

Rainwater/moisture perforating edifice and unprotected stuffs.


Trapped wet in stuffs when constructed ( bricks and howitzer during building )

This will ensue in stuffs need replacing.


Expansion articulations non in right topographic points.

Land remission.

Thermal expansion/contraction.

This can make snap and in the worst instance necessitating the whole edifice to be replaced.


Materials that are non suited.

Dirts that can impact unprotected stuffs.


These will shorten the life span of the edifice.

Electrical and plumbing mistakes.

Wiring non fitted right

Exposed wiring.

Plumb work non fitted right.

This can make leaks, fire jeopardies and electrical jeopardies.

The manner to minimise the impairment and care on the edifice:

Site probe thorough

Detailed planning and design.

Quality cheques each stage by site director.

Use competent/ qualified/ referred shopkeeper.

If any of / all of the above are non thought out good plenty or a site director does non quality cheque most stages of the building the followers can deteriorate the edifice more rapidly than its life anticipation and make wellness and safety jeopardies.

Affects on the edifice that can non be controlled are:


Long-run eroding on stuffs

Internal/external wear and rupture

Acts of nature ( temblors etc )


Care agenda for health care Centre

The cost effectual method of care on the health care Centre will be a day-to-day general cheque and fix agenda.

Followed up my by a more thorough 6 monthly fix and review.

I have designed a day-to-day cheque list that the care worker is contracted to subscribe each twenty-four hours look into made and it includes subdivisions for fix work that is needed or has been done.

The 6 monthly cheque list will hold the same layout but with more thorough cheques.

Here is the day-to-day cheque list I have designed.

Daily checklist

Type of cheque

Repair work carried out/ needed in future

All Oklahoma

Room country inspected



day of the month






Pipe work.


external pipe work


Ocular cheques





Ceiling throughout

Fire dismaies

Fire extinguishers

Panic button in handicapped lavatory.


Ocular cheques

Whole margin

Roof work that seeable


Point clear.


Ocular cheques

Any electrical equipment internally/ externally.

Any electrical wiring internally/ externally.

There will besides be a standard day-to-day cheque list in the lavatories that will turn out to the populace when was checked for general fault/ wear and tear.

In the staff room at that place will besides be a cheque list that is filled out day-to-day to state the fire asphyxiators are in right country and fire dismaies and security dismaies have been tested.

6monthly checklist

Type of cheque

Repair work carried out/ needed in future

All Oklahoma

Room/ country inspected



Date/ twelvemonth




Brickwork/cladding work whole margin.

Fire/emergency point safe and clear.

Windows/doors still sealed and safe.

All ducts/vents clear.

Any spillages to be cleaned up.

Check all lighting.




Oil door flexible joints




Fire dismaies

Fire asphyxiators

Panic button in handicapped lavatory.

Fixtures and adjustments in each room.




Annually boiler cheque by corgi registered pipe fitter.


Internal pipe work in each room.

Any external pipe work/ducting/ blowhole.


Check lighting/light switches

Pat trial electrical contraptions

Electrical wiring in each room.

If these cheques and fixs are non carried out properly it is likely it will increase the impairment of the health care Centre.


In decision with the physique of this health care Centre and any other physique there is a batch of thorough thought, proving, design and care procedures to accomplish a quality long permanent edifice.

In brief the procedures are:

Site evaluation/investigations


Quality control

Construction of physique

Maintenance/ fix work.


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