Building Pathology Flashcards

1
Q

What are typical defects you would find in a tenement?

A

Weathered and decayed stonework
Slipped, missing and broken slates
Poor repairs - use of cement mortar, flashband repairs
Lack of insulation in roof void
Debris in roof void
Timber decay

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1
Q

What are typical defects you would find in a modern property (Post-1919)?

A

Asbestos
Poor detailing
Defective rainwater goods
Water ingress
Timber decay
Poor ventilation

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2
Q

When surveying a roof what are some things you would look for?

A

Type of roof covering
Any missing, slipped or broken slates / tiles
Pitting of concrete roof tiles
Weathered leadwork
Open mortar joints e.g. to chimneys
Lack of capping to chimneys
Presence of underfelt / breather membrane

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3
Q

How would you identify failed render?

A
  • I would tap the render, if it sounds hollow then it is boss and has lost adhesion.
  • I would also feel the render and see if it could easily be broken away by hand.
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4
Q

What types of cavity wall insulation are you aware of?

A

Blown fibre insulation and blown EPS beads.

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5
Q

How would you identify if cavity wall insulation was present in a property?

A

I would check planning records for any information, however to be entirely sure I would have a contractor bore holes and then use a borescope to assess the cavity.

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6
Q

What is your experience of using drones to survey?

A

I have used drones to assess areas that are not readily or safely accessible through other means. For example, I instructed a drone survey of a high level parapet detail to assess its condition and found the render was weathered and open.

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7
Q

How would you identify the type of roof tile used?

A

I would look for any manufactures branding on the tile from a safe access point if possible. For example, I identified a Scotcem tile in this way during a roof survey of a tenement. You could also identify the profile of the tile.

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8
Q

How would you identify carbonation of concrete?

A

I would look for corrosive staining of the concrete as the rebar within may have corroded due to carbonation. I am also aware that a dye test can be used that turns carbonated concrete purple.

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9
Q

What is carbonation?

A

Carbonation is a process which happens to all concrete. Atmospheric carbon dioxide is absorbed by the concrete over time reacting with moisture over time to reduce the concretes passivity, lowering its PH value. Insufficient cover of rebar can result in corrosion, causing spalling and cracking of the concrete.

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10
Q

How would you treat carbonation?

A

Break out and hack away concrete, clean and treat the rebar with an anti corrosion coating and reinstate the concrete cover. An anti carbonation coating can also be applied for extra protection.

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11
Q

When undertaking a water ingress instruction what steps do you follow?

A
  1. Have a conversation with the owner / occupier of the property to establish the details - when, why and how the ingress occurs.
  2. Assess the area of water ingress internally and how it may relate to the external fabric of the building.
  3. Survey externally, looking for obvious defects and follow a process of elimination e.g. are there any openings, defective rainwater goods.
  4. Consider the evidence, reflect on finds and provide a possible cause.
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12
Q

Can you talk me through how a steel framed building is constructed?

A
  1. Foundations - ground conditions will determine the type used, however, these are usually piled and capped.
  2. Steel columns are fixed to the pile cap / concrete slab.
  3. Steel skeleton frame formed using universal columns and beams. This frame takes the load.
  4. Permanent shuttering in the form of profiled metal sheeting make up the deck of the floor levels and is filled with cast in situ concrete forming the compartment floors.
  5. Normally light gauge steel studs form infill walls, weatherboard is attached externally and will carry a rainscreen or similar.
  6. Insulation envelope formed by insulating between light gauge steel studs.
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13
Q

Can you explain traditional construction to me?

A
  1. Typically built on “footings” and not foundations in the modern sense using material that was at hand.
  2. Walls are typically 600mm thick.
  3. External leaf can be in stone or brick. Usually tied together by through stones and pre-determined points.
  4. Cavity is filled with rubble and lime.
  5. Inner leaf is typically brick with timber straps that take laths, thereafter plaster would be applied.
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14
Q

How would you identify the type of wall construction used?

A

I would look at the age of the building, typically most post 1919 buildings will of a mass masonry structure. I would also measure the thickness which would give me an indication. (600mm trad, 300mm cavity).

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15
Q

What are some typical defects you would expect to see with cavity walls?

A
  1. Lack of or bridging of the DPC e.g. due to raised ground levels externally.
  2. Cold bridges caused by poor workmanship e.g. snotters on ties.
  3. Wall tie failure (have never seen but I am aware of this issue.
  4. Lack of cavity trays and associated weepers.
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16
Q

When working on coastal properties what should you consider?

A
  1. Wind driven rain, coastal areas tend to have less cover and are more vulnerable to inclement weather.
  2. Soluble salts - salts taken up from sea water and deposited during rain may accelerate decay of building elements.
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17
Q

When specifying a render system what would you do?

A

I would assess what is already in situ where possible measure thickness of the render cover and assess the wall build up. I would engage with a technical advisor (STO etc.) to assist in the development of a suitable specification.

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18
Q

Give me an example of a time you provided reasoned advice?

A

When working on traditional tenement properties I will always advise for minimum intervention methods. For example, where sandstone is sound it will likely benefit from being cleaned and dressed back rather than replacing.

19
Q

When would you recommend a lime mortar is used over a cement one?

A

I would advise that a lime mortar is used in conjunction with sandstone masonry as it helps maintain the movement of moisture throughout a mass masonry structure. Lime mortar is weaker than the stone and moisture will naturally travel through the path of least resistance, therefore protecting the stone from becoming saturated and affected by freeze thaw damage for example.

20
Q

What types of rot are you aware of?

A

Wet rot and dry rot (Serpula lacrymans)

21
Q

What conditions are required for wet rot?

A
  1. Spores
  2. Prolonged high moisture content (wet rot thrives in areas of 50 to 60% moisture although anything above 20% can provide the right conditions)
  3. Source of food i.e. timber.
22
Q

What are the stages of wet rot?

A
  1. Spore germinate in timber
  2. Spores feed on the timber (cellulose) and develop hyphae that look like cobwebs
  3. Hyphae develop into mycelium (fruiting bodies) that look like off white mushrooms.
  4. More spores are released by the fruiting body.
23
Q

How would you identify wet rot?

A
  1. Smell of damp
  2. Change in colour of timber (lighter or darker depending on fungus)
  3. Timber decay of associated elements e.g. skirtings or floorboards
  4. Touch - timber will feel wet and spongey.
  5. Sight - splitting or cracking of timber
  6. Presence of mycelium
24
Q

How would you treat wet rot?

A
  1. Identify source of moisture and remedy this before anything else e.g. defective rainwater goods.
  2. Allow for drying out of timbers
  3. Remove defective timbers, typically 500mm beyond furthest affected area.
  4. Splice in new timbers, bolted on to existing timbers. If offset new pockets may need formed in case of joists.
  5. Apply fungicidal treatment to all adjacent timbers as far as reasonably practicable.
25
Q

What conditions are required for dry rot?

A
  1. Spores
  2. Moisture content of above 20%
  3. Source of food i.e. timber
26
Q

What are the stages of dry rot?

A
  1. Spores germinate in timber
  2. Spore feed on timber (cellulose) and develop hyphae that look like cobwebs
  3. Hyphae develop into mycelium and develop fruiting bodies (white perimeter with reddish brown centre)
  4. More spores are released by fruiting body.
27
Q

Why is dry rot of particular concern?

A
  1. Requires lower moisture content to thrive (typically 20%).
  2. The mycelium can “travel” over surfaces to seek out more timber.
  3. Can remain undetected for long periods and cause extensive damage to a property.
28
Q

How would you identify dry rot?

A
  1. Musty damp smell
  2. Change in colour of timber (usually lighter)
  3. Timber will shrink
  4. Touch - timber will feel dry and brittle.
  5. Cuboidal cracking of timber
  6. Presence of mycelium across non timber surfaces.
29
Q

How would you treat dry rot?

A
  1. Carry out full intrusive survey of property to determine extent.
  2. Remove all affected timber up to 500mm beyond furthest affected section.
  3. Apply fungicidal treatment to all timbers, masonry, plaster etc.
  4. Splice in new treated timbers
  5. Allow for sufficient ventilation of voids etc. to prevent any future outbreaks.
30
Q

How would you determine the extent of a dry rot outbreak?

A

I would instruct a full intrusive survey by a timber and damp specialist.

31
Q

What is the growth rate of dry rot?

A

Up to 1m a year, however there can be “flash” growth if conditions are favourable.

32
Q

What are sulphates?

A

Sulphates are salts that naturally occur in industrial waste, gypsum, clay bricks, flue condensate and as a solution in ground water.

33
Q

What is sulphate attack?

A

When, in persistently wet conditions, the sulphates react with a chemical in cement (tricalcium aluminate) forming a new compound (sulphoaluminate) which causes mortar or cement to expand and disintegrate.

34
Q

What types of cracks could you expect to find in a building?

A
  • Settlement - from building weight in months / years following construction.
  • Subsidence - building drops due to change in ground conditions i.e. clay soils shrink
  • Heave - building “lifts” due to change in ground conditions i.e. clay soils swell.
  • Lintel failure
  • Differential settlement i.e. due to a new extension.
  • Thermal movement (seasonal)
35
Q

How would you identify settlement?

A

Cracks that occur within first few months / years after construction. These do not develop any further thereafter and can be patch repaired.

36
Q

How would you identify subsidence?

A
  • Diagonal cracking
  • Wider at top than bottom
  • Runs through masonry
  • Also appears internally
37
Q

How would you identify heave?

A
  • Diagonal cracking
  • Wider at bottom than top
  • Runs through masonry
  • Also appears internally
38
Q

How would you identify lintel failure?

A
  • Lintel has dropped and is sagging
  • Usually leads to triangular cracking above lintel, however any cracking could indicate failure.
39
Q

How would you identify differential settlement?

A
  • Occurs shortly after extension has been built.
  • Usually ceases once new portion of building has settled.
40
Q

How would you identify thermal movement?

A
  • Caused by change in temperature so only occurs after warmer / colder weather.
  • Often seasonal so cracks can come and go.
  • Natural part of building moving and not usually of concern.
41
Q

What are the categories of cracks and what are the general remedies?

A

According to BRE as follows:

0 - Hairline cracks up to 0.1mm. No action required.
1 - Fine cracks of up to 1mm. Decoration used to mask.
2 - Cracks up to 5mm. Cracks easily filled and masked with linings.
3 - Crack widths of 5 to 15mm (or several of e.g. 3mm).
4 - Extensive damage, cracks 15 to 25mm. Extensive damage which requires breaking-out and replacing sections of walls, especially over doors and windows.
5 - Structural damage, cracks greater than 25mm. Structural damage that requires a major repair job, involving partial or complete rebuilding.

42
Q

How do you identify the presence of woodworm?

A
  • Holes in timber, typically 1-1.5mm
  • Frass
  • Wood sounds hollow when knocked
43
Q

What are the stages of a woodworm attack?

A
  • Adults lay eggs
  • Larvae hatch and bore into timber
  • Metamorphosis of larvae into beetle
  • Beetle emerges and process begins again
44
Q

What is the lifecycle of a common furniture beetle?

A
  • 2 - 5 years
45
Q

What does a woodworm infection indicate?

A

Most woodworm require high moisture content, so it could indicate an issue with damp.

46
Q

Can you name some common insects which attack timber?

A

Common Furniture Beetle
● Small, dark, reddish.
● 3mm – 5mm in length
● Regular lines running down its wings.

Deathwatch Beetle
● Chocolate brown in colour.
● 8mm in length.
● Patches of yellowish hairs.

Woodboring Weevil
● Small, brown and black.
● Up to 5mm in length.
● Distinctive long snout.
● Antennae one third distance along snout.