Building Pathology Flashcards

1
Q

what are the 4 Japanese knotweed treatments?

A

excavation
mechanical
root barrier
herbicide

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2
Q

Japanese knotweed - what is Excavation Method?

A

Which involves digging out and removing all knotweed material.
 Once the knotweed has been fully excavated The traditional method has been to dispose of it as landfill.

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3
Q

Japanese knotweed - what is Mechanical Method?

A

This is not an eradication method in itself but involves weakening the rhizome
of the plant by cutting it up into smaller pieces and pulling some of the deeper
rhizomes closer to the surface. This makes the knotweed more susceptible to
other forms of treatment.

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4
Q

Japanese knotweed - what is Herbicide Method?

A

This involves the regular use of herbicides, usually over a few growing seasons,
to gradually kill off the plant.

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5
Q

Japanese knotweed - what is root barrier method?

A

Barriers are used to contain knotweed that, for one reason or another, cannot
practically be excavated (e.g. rhizomes that spread across boundaries or are in
close proximity to structures).

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6
Q

what is Japanese knotweed?

A

Japanese knotweed is a fast-growing and strong clump-forming perennial, with tall, dense annual stems. Stem growth is renewed each year from the stout, deeply-penetrating rhizomes (creeping underground stems).

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7
Q

what does Japanese knotweed look like?

A

n spring, reddish-purple fleshy shoots emerge from crimson-pink buds at ground level.
in summer, dense stands of tall bamboo-like canes. These canes have characteristic purple flecks, and produce branches from nodes along its length.
Leaves are heart or shovel-shaped and up to 14cm and borne alternately (in a zig zag pattern) along the stems. The stems die back to ground level in winter, but the dry canes remain for several months or longer.
creamy-white flower tassels produced in late summer and early autumn.

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8
Q

whats the problem with knotweed?

A

Japanese knotweed can sprout from very small sections of rhizomes. Under the provisions made within Schedule 9 of the Wildlife and Countryside Act 1981, it is an offence to cause Japanese knotweed to grow in the wild.
its an invasive plant and can get into your building and structure

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9
Q

whats the law around knotweed and buying and selling?

A

Since 2013, the seller is required to state whether Japanese knotweed (Fallopia japonica) is present on their property through a TA6 form. The TA6 form asks you to confirm whether your property is affected by Japanese knotweed and, where it is, to provide a management plan for its eradication from a professional company

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10
Q

K-Value

A

K-value indicates the ability of a material to conduct heat. Materials with low thermal conductivities do not easily allow heat energy to pass through. Normally, you would look for a material with a low K-value to insulate, as this will keep the cool inside your building.

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11
Q

R-Value

A

R-value refers to a material’s ability to resist heat transfer at a certain thickness. When looking for a material to insulate your building you would generally look for a material with a high R-value, and therefore, one that can resist heat transfer well

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12
Q

U-Value

A

U-value assesses the rate of heat loss through a given thickness of a building element (roof, wall or floor). Ideally you would want a material which gains a small amount of heat in any given time, so you would want the U-value of a material to be low

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13
Q

Quoin what is it

A

A quoin is an external cornerstone that is found at the corners of brick or stone buildings. Quoins have been used for many years, but in the beginning, they were just a way to connect the corners of walls to make the right angle.

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14
Q

what is the life cycle of insects

A

It starts with an adult female depositing her eggs in the wood. The eggs hatch and a small grub-like larva emerges. It’s the beetle larvae that feed on wood, and they may continue eating the wood for several months or, in some cases, up to 20 years depending on the species.

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15
Q

types of woodworm beetles?

A
  • Common Furniture Beetle
  • Deathwatch Beetle
  • wooodboring Weeviles
  • Powder Post Beetle
  • House longhorn Beetle
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16
Q

what are indications of insect infestation

A
  • Exit holes in timber
  • Presence of frass (bore dust)
  • Tunnels within the wood
  • Damaged wood
  • Actual beetles
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17
Q

How would you determine which beetle you have?

A

First you would look at the location you are in, and what beetles are common in that area and which ones have never been seen. It’s unlikely to be one which has never been seen. Next you would be looking at the size of the tunnel hole, different size holes are left by different beetles, and then you would also be looking at how bad the damp is, some beetles like it very damp and some only a little bit damp. You would also consider what wood has been attacked as some like soft wood and some hard.

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18
Q

What is the treatment method for insects?

A

Water based woodworm treatment - This highly effective and odourless solution is sprayed into the timber and will remain in the layers of timber and woodworm flight holes to prevent any future infestations.

Fogging treatment - Rentokil’s unique fogging systems are often used to treat under flooring and floorboards. By lifting one length of floorboard for access, this treatment allows carpets and furniture to be left indoors during the treatment.

Fumigation treatment - ProFume is a specialist fumigation treatment which is exclusive to Rentokil in the UK. The fumigation process is mainly used for our commercial premises and will effectively treat woodworm with no damage to property.

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19
Q

What types of damp are there?

A

The most common causes of persistent damp in buildings are:
Condensation (surface or interstitial).
Rising damp.
Penetrating damp.

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20
Q

Condensation

A

Condensation occurs when moist air cools below its dew point, and water condenses. This can occur as surface condensation, but also within the fabric of a building itself, as interstitial condensation.

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21
Q

Rising damp

A

Rising damp is caused by incorrect placing of, faults to, or the absence of a damp-proof course, and is generally only apparent up to 1 m above ground level because of the limits of capillary action to draw moisture up through porous elements of the building structure.

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22
Q

Penetrating damp

A

Penetrating damp is moisture that penetrates laterally through the fabric of a building, typically as a result of leaks to pipework, damage to the building fabric which allows water to penetrate, high ground levels, blocked drains, leaky gutters, cracked masonry, broken flashings, etc.

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23
Q

How do you identify damp?

A

Observation

Manual viewing

Moisture meters

Laboratory techniques
Drilled samples and moisture contents can be subjected to techniques such as a carbide meter, oven drying and soluble salt analysis. These can be used to confirm the results of thermal imaging and thermo hygrometry.

Temperature and humidity measurement

Recording the relative humidity (RH) and temperatures in a series of rooms and outside using half hourly sampling can be an effective way of diagnosing damp.

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24
Q

How do you spot rising damp/ penetrating damp or condensation?

A

Rising damp usually affects ground level floor rooms/basements. It will travel through porous material such as brickwork or mortar. The signs will include decayed skirting boards/floors, peeling paint and wallpaper. You may also see a white tidal mark left behind from the salts. Rising damp typically has a low height and rarely is above 1.5m.

Penetrating damp is often caused by defects such as gaps in brickwork, window frames, defective roofs ect. You may have brown stained internal walls due to the water getting dirty while travelling through the building materials.

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25
Q

Causes of damp due to condensation

A

Damp due to condensation is common in poorly ventilated rooms and particularly in rooms with a high moisture content, for example kitchens and bathrooms.

Common sources of water vapour include bathing and cooking. When this moisture is not addressed quickly enough mildew and mould occur.

n the UK problems with condensation are very common between October and March as at these times the walls are much colder than the air inside.

Condensation is often provoked by other forms of damp that result in the external wall being cold.

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26
Q

what does damp due to condensation usually look like?

A

Damp caused by condensation will appear as black speckled marks or grey growths.
Interstitial condensation can also occur, this is when condensation forms within the wall itself. Buildings with poorly insulated walls are very prone to this. Interstitial condensation causes damage that looks very similar to penetrating damp and often occurs in similar places.

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27
Q

Condensation Remediation?

A

needs better ventilation. Installing an external extract or installing window vents. You could get a de-humidifier in for the mean time to extract all of the moisture, and then you may need some redecoration perhaps using a lime wash on the walls to try and get some breathability.

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28
Q

What is a foundation?

A

Foundations are support to the building from below ground level, it spreads the load of a building to the soil.

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29
Q

When you choose foundations, what things would you consider?

A

The first thing you would consider is the soil composition underneath you, also whether you are on a flood plane, or near the water. What kind of building you are building, if you have columns, the space you have, costs and environment. E.g is there is nearby trees ext.

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30
Q

There’s two types of foundations before we go into the detail of what the foundations are. Do you know what those two types of foundations are?

A

Deep and shallow foundations
Shallow foundations are used when the load of the building is light to medium. A deep foundation would be when you use piles ect for a heavier construction e.g flats.

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31
Q

The shallow foundations, what types are there?

A

Strip foundations, Raft foundations and Pad foundations

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32
Q

What is a strip foundation?

A

A strip foundation is like it’s an excavation and a continuous strip of foundation and then the trench foundation is a variation of that and that’s when the majority of the expiration is full of concrete. The foundation will strip along the load bearing walls.

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33
Q

What is a pad foundation?

A

A pad foundation is used for columns, to support the load.

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34
Q

What is a slab foundation?

A

Slab Foundation is what you would use if the ground conditions weren’t great or if settlement was likely so. They also cover the whole structure. Its just one full (slab) of foundation)

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35
Q

What site surveys would you consider when choosing a foundation?

A

Borehole. You must also do boreholes in more than one place, as your ground conditions may differ. You may also do a topography survey.

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36
Q

What type of deep foundations are there?

A

I’m so you’ve got piles which are core drilled. They could be either concrete or steel.
If you’re a bit more pushed for space, you would use mini piles.

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37
Q

why would you use deep foundations?

A

when the ground is soft and a solid bed is not available.

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38
Q

What is dry and wet rot.

A

they’re both funguses which grow on Timbers.And they both need a constant source of moisture to grow.

39
Q

Why is dry rot worse?

A

Dry rot can spread through different materials other than timber. It can actually spread through brickwork. Whereas wet rot is localised to one area.

40
Q

How would you get rid of dry rot?

A

The first and most important step in wet rot treatment is ensuring the source of moisture has been removed and that the surrounding area where wet rot growth has occurred is dried out. Only then can proper treatment eradicate the fungus.

With a small wet rot outbreak, infected timber can be cut away and a new piece of treated timber joined to whatever remains. This type of wet rot treatment is often enhanced using a suitable fungicide treatment.

In more severe cases, where the timber affected by wet rot has lost most of its strength, it is often necessary to remove the timber in its entirety and replace it with new timber that is pre-treated against the potential germination of wet rot spores.

The worst case scenario is when wet rot occurs in structural timbers (such as roof trusses, floor joists). In these case extensive building work may have to be undertaken for a property to reagin its structural integrity.

41
Q

What are the two types of wet rot?

A

White rot and Brown rot.

42
Q

How would you spot dry rot?

A

Wood shrinks, darkens and cracks in a ‘cuboidal’ manner (see picture)
A silky grey to mushroom coloured skin frequently tinged with patches of lilac and yellow often develops under less humid conditions. This ‘skin’ can be peeled like a mushroom.
White, fluffy ‘cottonwool’ mycelium develops under humid conditions. ‘Teardrops’ may develop on the growth.
Strands develop in the mycelium; these are brittle and when dry and crack when bent.
Fruiting bodies are a soft, fleshy pancake or bracket with an orange-ochre surface. The surface has wide pores.
Rust red coloured spore dust frequentky seen around fruiting bodies.
Active decay produces a musty, damp odour.

43
Q

What are concrete components?

A

Water: cement: aggregates

44
Q

What should reinforcement coverage be?

A

50mm

45
Q

What are common concrete defects?

A

Blisters, cracking, crazing, curling, delamination, dusting, Efflorescence, pop outs scaling and spalling

46
Q

BLISTERS

A

are bumps of varying sizes that appear on the surface when entrapped air rises through the plastic concrete and gets trapped under an already sealed surface. Three principal causes are
Excess amount of en-trapped air in the mix,
Insufficient or overuse of vibration
Finishing still spongy concrete.
Avoid by using the correct ratios of cement, fines and air in the mixes, not overworking the concrete during placement, using proper finishing techniques and reducing evaporation over the slab with the use of a cover or a fog spray.

47
Q

CRACKING

A

due to shrinkage, settlement and applied loads. Avoid by:
Proper sub grade preparation and sub base materials to enable a well supported slab and prevention of settlement cracks.
Proper concrete mixes using the lowest amount of water required for workability, maximizing the coarse aggregate, avoiding calcium chloride admixtures.
Preventing a rapid loss of surface moisture will all help prevent shrinkage cracks.
The use of handmade joints will help control cracks that develop from shrinkage or settlement and applied loads should be avoided from finished concrete until it has had enough time to gain most of its strength.

48
Q

CRAZING

A

is a “chicken wire” pattern of fine cracks on the concrete surface, but not considered to be structurally serious or an indication of future deterioration. Causes of crazing are related to rapid changes in temperature and loss of moisture during the curing process. Prevention of crazing includes protecting the surface from any rapid changes in temperature and moisture if possible.

49
Q

CURLING

A

is the rising of a slab’s corners or edges when there are differences in moisture content or temperature between the top and bottom of the slab. It is usually caused when the top dries out or cools and begins to shrink before a wetter and warmer bottom. Prevention of curling is achieved using low-shrink mixes, proper control joints, large amounts of reinforcement steel or thickened edges

50
Q

DELAMINATION

A

is similar to blistering where areas of surface mortar crack and separate from the underlying concrete. The cause of delamination is also similar to blistering in that bleed air and bleed water become trapped under a prematurely sealed surface. Prevention includes using proper finishing techniques to get as much of the bleed water and air out before the surface becomes too dense and seals them under the surface.

51
Q

DUSTING

A

is the formation of a fine, powdery material easily rubbed off the concrete surface. The cause of dusting is related to working excess water on the surface during the finishing stage allowing the finest particles to rise to the top and subsequent wear results in dust forming on the surface. In this case, similar to blistering and delamination, proper finishing and protection of the surface are required to prevent dusting.

52
Q

EFFLORESCENCE

A

is a salt deposit that occasionally develops on concrete surfaces. It is caused by a combination of factors involving soluble salts in the material that dissolves in the water added to the mix, then migrates to the surface through hydrostatic pressure, and after evaporation, leaves a deposit behind. Prevention can be difficult but the use of properly graded aggregates, adequate cement content and low water-cement ratio combined with a thorough curing process is the best assurance against efflorescence.

53
Q

POP OUTS, SCALING AND SPALLING-

A

Surface defects such as pop outs, scaling and spalling have similar causes but vary in size and depth. Typically they are caused by the penetration of water under the surface and the resultant pressure exerted on the surrounding concrete from expansion due to freezing or chemical re-actions damages the concrete surface. Prevention includes proper design of mixes for intended use, proper sloping to shed water away from the slab and proper finishing and curing techniques. Topical and penetrating sealers will also help pre-vent these defects from ruining a perfectly placed concrete slab.

54
Q

How do you undertake a patch repair?

A

Method for minor concrete defects such as surface spalling. Damaged or defective concrete is to be hacked off down to sound substrate and patched up with appropriate repair mortars to protect the steel reinforcement from rusting.

After all defective concrete has been hacked off, rusty reinforcement bars should be properly cleaned, and primed with suitable cement/epoxy based primer matching the mortar used for patching if the environment is particularly aggressive, before patching up. Only primers specially manufactured for the purpose can be used, otherwise, the bonding strength between concrete and steel bars will be impeded, totally nullifying the repair efforts.

55
Q

What is carbonation?

A

Concrete carbonation is the result of an electrochemical reaction between carbon dioxide, moisture and calcium hydroxide that is present in cement, producing calcium carbonate. Calcium carbonate lowers the alkalinity of concrete from pH12 – 13 to around pH9

56
Q

How would you recognise carbonation?

A

Carbonation may be recognized by discoloured zone in the surface of the concrete. The colour may vary from light grey and difficult to recognize to strong orange and easy to recognize.

Caused by Carbon Dioxide (CO2) in the atmosphere reducing the alkalinity of concrete. This in turn results in reinforcing steel becoming susceptible to attack by water and oxygen, causing corrosion of the steel and eventually spalling of the concrete.

57
Q

What are causes of decay in concrete?

A

weathering leading to erosion,
water absorption leading to rusting of reinforcement ,
insufficient concrete depth – corrosion of reinforcements,
de-icing salts – chloride corrosion
Sulphates from vehicle exhausts

58
Q

How do you test for carbonation?

A

Concrete Carbonation is tested with a chemical indicator; the most commonly used indicator is a solution of phenolphthalein in alcohol and/or water.
Phenolphthalein solution applied to fresh strongly alkaline concrete will turn pink. If the alkalinity has been lost the concrete will not turn pink. In practice it is essential that the phenolphthalein solution is applied to freshly exposed concrete. This can be carried out in 2 ways, either:
By breaking a piece of concrete from the main area and spraying the underlying surface immediately.
By drilling a hole into the concrete either at a given depth or in small increments.
The hole must be flushed out with de-ionised water immediately after the drilling to avoid contamination; this is then followed straight after with a spray of phenolphthalein. There should be a clear mark indicating the difference between pink and ‘natural’ concrete colour. The degree of carbonation can then be measured in millimetres.

59
Q

What does HAC mean?

A

High Alumina Cement

60
Q

What is HAC how does if differ from Portland cement?

A

HAC differs from Portland cement, being composed calcium aluminates rather than calcium silicates. Its rapid strength development made HAC popular from 1950 to 1970. However, mineralogical ´conversion´ sometimes caused reductions in concrete strength and increased vulnerability to chemical attack.

HAC concrete was effectively banned for use in new structural concrete in the UK following a few well publicised collapses in the 1970s.

61
Q

How do you test for HAC?

A

If the presence of HAC is suspected, confirmation requires chemical or laboratory testing of samples.

In order to identify HAC concrete which may be potentially at risk and to distinguish it from concrete manufactured with ordinary Portland cement, a rapid chemical test was devised by the Building Research Station.

62
Q

What are the charaterisitcs of HAC?

A
  • High alumina cement has low pH
  • It has high refractoriness
  • It has high durability in sulfuric acid
  • It hardens rapidly
  • It is less reactant than alumina or hydraulic lime
  • It acts as a bonding material when added in refractory castables because it forms ceramic bond at high temperatures
  • It has high resistance to chemical corrosion. So, it is widely used also in construction of water pipes, sewage pipes, factory drains, coastal constructions and in factory chimneys.
63
Q

what is a sump test and what is a compression test?

A

The SLUMP test shows the WORKABILITY of concrete. Workability measures how easy the concrete is to place, handle and compact.
The COMPRESSION test shows the best possible strength concrete can reach in perfect conditions. The compression test measures concrete strength in the hardened state. Testing should always be done carefully. Wrong test results can be costly.

64
Q

what are the main properties of concrete?

A

WORKABILITY
COHESIVENESS
STRENGTH and
DURABILITY

65
Q

Disadvantages of concrete?

A

the tensile strength of concrete is relatively low.
Concrete is less ductile.
Concrete may contains soluble salts. Soluble salts cause efflorescence.

66
Q

What is Easi-Form

A

The Laing Easi-Form is one of a range of house types that are considered as ‘non-traditional construction’ and which were generally erected immediately post the first world war and up to the 1960s or so. As the name suggests it was a housing solution developed by John Laing, the well-known contracting firm.
They were intended to be cutting edge, fast and cost effective to build and to meet the nations urgent need for housing.

67
Q

Problems with Laing Easiform houses

A

Corrosion of embedded metal. The steel reinforcement that was used to tie the inner and outer walls can sometimes be affected by corrosion over time. This leads to cracking along the reinforcement lines, however is usually repairable if it hasn’t progressed too far.

Asbestos. Asbestos was commonly used in high quantities to construct the soffits. This isn’t always immediately obvious as it’s frequently hidden by UPVC. Asbestos boarding is also often used in the under-stairs cupboards and loft hatches.

Thermal performance. The cavity wall in Laing Easiform houses is usually not insulated. Thermal performance is therefore poorer than a traditionally constructed house, and heating can be more expensive. It is possible to get insulation installed however.

68
Q

How to tell if a house is Laing Easiform?

A

Porch. Front door porches will typically be present and constructed using concrete.

Loft Space. Within the loft space the line of the party wall will be raised and visible. It is smooth and grey in appearance, and isn’t made of brick and block like a traditionally constructed house.

Wall Thickness. Examining the wall thickness in exposed areas such as stairwells can help you determine whether the construction is Laing Easi.

External Wall Vents. External wall vents are typically rectangular.

69
Q

Stretcher Bond

A

all the bricks are laid lengthwise stretchers. the most common brick bond.

70
Q

Header bond

A

All bricks in header course

71
Q

English Bond

A

bricks are in a pattern of header stretcher

72
Q

Flemish bond

A

each course is made up of alternative headers and stretchers, and on the row below, each header is centred.

73
Q

what is asbestos?

A

Asbestos is a general name given to several naturally occurring fibrous minerals that have crystallised to form fibres. Asbestos fibres do not dissolve in water or evaporate, they are resistant to heat, fire, chemical and biological degradation and are mechanically strong.

74
Q

Types of Asbestos

A

Chrysotile - white
Crocidolite - blue (most dangerous)
Amosite - brown (also most dangerous)

Anthophyllite
Tremolite
Actinolite

75
Q

Chrysotile

A

Chrysotile (white asbestos) is the most commonly used form of asbestos. It can be found today in the roofs, ceilings, walls and floors of homes and businesses.

76
Q

Amosite

A

(brown asbestos) was used most frequently in cement sheets and pipe insulation. It can also be found in insulating board, ceiling tiles and thermal insulation products.

77
Q

Crocidolite

A

Crocidolite (blue asbestos) was commonly used to insulate steam engines. It was also used in some spray-on coatings, pipe insulation, plastics and cement products.

78
Q

asbestos survey types

A

management asbestos survey
Refurbishment and demolition

79
Q

Management Asbestos Survey -

A

Simplest type of survey. A visual inspection of the building to note the condition and quantify any asbestos containing materials as well as the risk they may pose.

80
Q

Refurbishment and Demolition Survey (R&D) -

A

This type of asbestos survey is legally required to be undertaken prior to any construction, demolition or refurbishment works being carried out. A refurbishment and demolition survey is required when materials will be disturbed as a result of construction work. fully intrusive and damage will be caused.

81
Q

What are the regulations around asbestos?

A

Control of Asbestos Regulations 2012 - changes to this legislation mean that some types of non-licensed work with asbestos now have additional requirements, ie notification of work, medical surveillance and record keeping.

82
Q

Drainage regulations

A

Approved Document H

83
Q

What are the types of drainage?

A

Surface or storm water
Grey or foul water
Combined

84
Q

What is drainage?

A

The removal of excess water either from the ground surface or from the rootzone, is called drainage

85
Q

How do you know which system you are looking at?

A

1 - Age of property
Most modern properties (1970 or later) tend to have DUAL systems, but this must be verified.
Adjacent manholes or access cover on the road or on a driveway usually suggests a DUAL system

2 - Number and layout of manhole covers
DUAL systems tend to have more manhole covers (often a source of irritation to householders) and there are sometimes two covers side-by-side.

3 - Presence of sewage in chamber
If there is obvious sewage in a chamber when the cover is lifted, then it must be a FOUL or a COMBINED system. Toilet tissue is often visible stuck to the benching or the channels within inspection chambers and manholes.

4 - Depth to invert
In DUAL systems, the foul should always be deeper than the surface water. This is a safety precaution in case of a breakage to the foul system, which, if it were to be the shallower of the two, could percolate down and contaminate the surface system.

86
Q

WHAT IS FOUL WATER DRAINAGE?

A

Foul Drainage is the system of pipework that carries waste water away from a bathroom, kitchen or utility room. For all properties connected to mains drainage, foul sewers will eventually transfer the contents of the drainage system to a local sewage treatment plant.

87
Q

WHAT IS SURFACE WATER DRAINAGE?

A

Surface Water Drains are used to carry away rainwater from gutters, patios & driveways, roads and sports fields. The rainwater, which is not contaminated and hence is not harmful, will be transported to a stream, a river or a soakaway.

88
Q

What Are Cavity Wall Ties?

A

Your home has two layers of the wall: an inner and an outer wall. The space in between is the wall cavity, which is essential for insulation. For support, these two layers are held together using cavity wall ties, which connect through the space between the walls.

89
Q

What Is Cavity Wall Tie Failure?

A

Cavity wall tie failure occurs when the worst-case scenario happens, and the cavity wall ties holding the two layers together collapse and fail.

90
Q

main causes for cavity wall tie failure

A
  • prolonged corrosion
    Because they’re primarily produced from metal, the cavity wall ties are susceptible to rusting and corrosion when water gets into the cavity or seeps into the walls.
    Cavity wall ties are coated in a protective, anti-corrosive layer before being installed, but this doesn’t last forever.
91
Q

What Happens When Cavity Wall Ties Fail?

A

Cavity wall tie failure can have serious effects on your home. Because they’re required for structural stability, failed wall ties can lead to the outright collapse of an outer wall if they aren’t replaced.

92
Q

Signs of Cavity Wall Tie Failure?

A

Cracked brickwork (typically horizontal, or stepped)
Bulging brickwork
Rust stained walls/Brickwork
Structural problems on similarly facing elevations of neighbouring buildings of similar age / building type
Horizontal and occasionally vertical cracks in the masonry
Bulging or bowing of the brickwork of the walls
The lifting of roof edges
Separation of the window reveals
Sagging or lifting lintels
Cracks to the render on the house
Internal cracks on walls

93
Q

how can you spot cavity wall tie failure

A

Horizontal cracks in the mortar or bricks if cavity wall ties expand due to rusting.
● Walls start to bulge outwards if cavity wall ties have broken due to prolonged corrosion.
● Broken window ledges or frames.
● Collapse (the most serious sign).

94
Q

remedies for cavity wall tie failure

A