12 - Building Pathology Flashcards

1
Q

Q. What are the typical building defects?

A

A. Penetrating damp. Rising damp. Condensation. Fungal and insect attack. Movement and cracking due to subsidence, settlement or heave. Cold bridging. Cavity wall tie failure. Failure to flat roof covering such as puncture damage to single ply roofing.

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2
Q

Q. Explain the different types of cracking you might see on a two-residential building?

A

A. Subsidence, settlement and heave.

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3
Q

Q. When investigating structural cracking to brickwork in residential/low rise property what recognised standards would you refer to assist in classifying the cracking?

A

A. BRE Digest 251. It provides classification of visible damage to walls and category of damage 0-5, 0 = hairline cracks and 5 = structural damage which requires major repairs.

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4
Q

Q. What are the limitations of using a borescope to inspect the cavity of a 1960/1970s domestic dwelling?

A

Their grave disadvantage is that their viewing is effectively limited to a straight line (rigid borescope).
Also the viewing is subject to the width of the cavity, the space in the cavity needs to allow for the borescope to enter enough to get a proper viewing.

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5
Q

Q. Are there any limitations with the use of a damp meter?

A

A. Need to be aware of the material its being used on i.e. behind the plaster if there is black ash mortar contains carbon which is highly conductive and triggers elevated moisture readings on the meter.

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6
Q

Can you expand on BRE 251 ? What are the crack categories ? What are common causes of cracking ?

A

I have read bre digest 251 assessment of damage in low rise buildings. This defines cracks and assessment of cracking from level 0 a hairline cracking less than 0.1mm up to structural damage cracks greater than 25mm.

 Level 0-5 from bRE digest 251. 
 0 - Hairline crack less than 0.1mm
 1 - fine crack - up to 1mm
 2 - up to 5mm
 3 - 5-15mm
 4 - extensive damage - 15-25mm
 5 - 25mm+ structural damage
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7
Q

Can you expand don what your local building stock is ?

A

Predominantly Victorian redisnetial buildings

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8
Q

What is wall tie failure and how would you identify it ?

A

IDENTIFICATION — Horizontal cracking in every 5 or so brick course or in render. It’s the corrosion of old steel ties such as large fishtail. The corrosion increases the steel up to 4 times leading to the cracking.
REMEDY — use borescope to determine the defect is wall tie failure. Locate wall ties and isolate or removed to ensure no further damage. Install replacement stainless steel mechanical fixed ties secured with an epoxy resin if required

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9
Q

What is rot and how would you identify it ?

A

Dry Rot – Wood shrinks and splits into cuboidal cracks. Wood is light in weight and crumbles under fingers. Usually mycelium on the surface which is grey when wet and yellow/purple when dry. Fruiting body usually brown/red in colour. Indoors only.
Wet Rot – Wood shrinks and splits. Wood darkens. Mycelium grows on surface which can be white, brown, green or amber in colour. Fruiting bodies can be different colours and occurs internally or externally.

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10
Q

What did you learn from your PCA Wood destroying insects CPD ?

A

The investigation, types of insects and remedial actions

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11
Q

Can you expand on what trada tables are please ?

A

TRADA’s Span tables have been in existence for decades now, helping designer and builders quickly look up the right sized softwood members for domestic projects.

In 1991 the Span tables were paid for by government and were included within the Building Regulations.

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12
Q

Pethfoot- why did you advise the client that further opening up works would be required regarding the dry rot ? What is dry rot ? What remedial measures did you introduce ?

A

o A fungal infestation that can have degradation effect on timber. Active at between 20-35% humidity and 0-26oC, fruiting body a rust colour with cotton wool like strands, reactive to light and can travel / grow up to 1m per year, can move through masonry.

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13
Q

What are the stages of dry rot ?

A

Spore
Hyphae
Mycelium
Fruiting Body

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14
Q

What are the ideal temp and humid for dry rot ?

A

20-35 % humidity and 0-26oc

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15
Q

Pethfoot - What were the remedial actions for the dry rot ?

A

Remove compete timber, treat with fungicide (probor 10) rapid drying out of area, introduced of ventilation and reinstall new floor structure

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16
Q

Pethoof t- How did you identify the woodworm was active ?

A

Fresh dusting or frassing under or next to the holes;
You can see light coloured wood in the holes, which have sharp edges;
Edges of wooden beams and joists are breaking away to reveal fresh, light wood underneath.

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17
Q

Pethfoot - How did you ensure the remaining /affected woodworm timbers were suitable to remain ?

A

They were allr replaced in this scenario

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18
Q

Pethfoot - what implications did the listing have on the remedial works ?

A

Limited the available options, concrete replacement floor was not suitable. We liaised with the conservation officer to this regard

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19
Q

What are the different types of common damp in buildings ?

A

condensation, rising damp and penetrating damp

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20
Q

How would you identity between dry and wet rot. ?

A

Dry rot is the most serious form of fungus decay in a building, spreads onto and destroys much of the timber. On the other hand, the wet rot fungus occurs more frequently but is less serious, the decay is usually detained to where the timber becomes and stays wet.

The Wet rot fungus tends to grow on porous surfaces, for example, timber with a high moisture content of around 50% while for dry rot to grow moisture of around 20% needs to be present. If left untreated wet rot can cause major structural problems as it can lead to weakened timbers.

For moisture content to be suitable for wet rot growth there has to be a source of constant moisture – this could be as a result of defective plumbing or damaged guttering. Wet rot cannot spread through masonry and will cease to grow when the source of moisture is taken away. Due to the parts of the building that tend to have the correct moisture levels, for example, underfloor areas, dry rot can often cause significant damage before the homeowner is aware that there is even a problem with dry rot in the property.

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21
Q

What are wood boring insects >

A

A wood boring insect is a common term that covers many species of beetles that as larvae eat and destroy timbers.

Wood boring insects are usually found in areas within a property that are poorly ventilated with a high humidity such as for example a sub floor crawl space. This is usually because these conditions become perfect for the larvae to hibernate and transform into a woodworm beetle.

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22
Q

What are the treatment options ?

A

Treatment and removal of affected timbers

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23
Q

How do you use a protimeter and what are the limitations ?

A

Calibrated for timber, used to verify visual inspection cannot be relied upon.

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24
Q

What is a borescope and how do you use it ?

A

Camera to inspect, normally required to make hole to view iot a cavity as ane example

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25
Q

What is limecrete ?

A

Limecrete is a mix of natural hydraulic lime (NHL5) and sharp sand. Sometimes glass fibres are mixed in to give a more durable surface.

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26
Q

267 Jesmond road, at what intervals did you inspect ?

A

Every 3 months

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27
Q

What is concrete 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. This hardens the concrete and increases its compressive strength, but at this reduced pH level the protective passivation layer surrounding the reinforcing steel begins breaks down, leaving the steel vulnerable to corrosion.

Rust (Iron oxide) has up to 6 times larger volume than the original steel, so as the steel reinforcements rust, the expansion causes the concrete to crack and spall.

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28
Q

What is ASR ?

A

Most common alkali-aggregate reaction. Concrete is highly alkaline. Water within the pores will also be alkaline. The water can react with silica in the aggregate which produces a gel which expands and causes the concrete to crack.
Identified by cracking that is bordered by a colourless gel which leads to spalling. Further testing can be carried out in labs to confirm.
For it to occur, it needs silica in the aggregate, moisture and high alkalinity. Remedies include removing the cause of moisture, remove damaged concrete. Introduce secondary reinforcement if needed.

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29
Q

Can you give me four examples of wood boring insects ?

A

COMMON FURNITURE BEETLE (WOODWORM)
3-5m long, dull brown
Lines of pits on wings
Found on or around damaged timber LATE MARCH – EARLY AUGUST (particularly warm weather.
Softwood, European hardwoods
1-2mm dia. Circular flight holes
Flight holes random orientation, mainly in direction of grain.
Bore dust, cream coloured, lemon shaped pellets.
Life cycle 2-5 years

LONG HORN BEETLE
Adult 10-12mm, black or dull brown.
Sapwood or softwoods particularly roof timbers.
South-west of London mainly surrey.
Flight holes, few large oval, 6-10mm largest dimension.
JULY to OCTOBER
Cream coloured, sausage shaped.

 DEATHWATCH 
 6-9mm long, chocolate brown 
 MARCH to JUNE 
 Bore dust, disc shaped cream pellets 
 Flight holes circular 3mm diameter 
 Mostly oak and elm (hardwoods) 

WEEVIL
3-5mm long, brownish black. Distinctive long snout.
All year around.
Flight holes, small ragged, 1mm diameter.
Decayed softwood and hardwoods in damp conditions.
Mostly found in below ground conditions.

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30
Q

Can you give me a examples of deleterious materials ?

A
Asbestos
 Calcium chlorides
 Calcium silicate bricks
 CFC’s
 Formaldehyde 
 Hair plaster
 HAC (High Alumina Cement)
 Hollow clay pot floors
 Lead
 Nickel sulphides
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31
Q

What isa deleterious material ?

A

The term ‘deleterious materials’ is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging

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32
Q

Why did you carry out concrete testing? What is sulphate attack?

A

Carbonation occurs when the alkaline elements of the concrete react with carbon dioxide creating calcium carbonate which lowers the PH level of the concrete which reduces the passivity. If there is inadequate coverage, the carbon dioxide can react with the protective coating on the steel and corrode it. Levels of carbonation impacted by compaction, temperature, humidity, carbon dioxide levels.
Identify by carrying out an onsite test that will change colour when it comes into contact with high alkaline concrete.
It is remedied by removing the delaminated concrete, cleaning the re-bar and patching the concrete.

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33
Q

Did you refer to any standards for your design?

A

Approved Doc M, BS 8300 - design of an accessible and inclusive built environment

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34
Q

What roof covering did you recommend with option C, was it felt? How would you monitor the construction or the works on site?

A

Single ply membrane

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35
Q

Were any beams used for support where you removed the walls?

A

yes, designed by structural engineer, steel.

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36
Q

Which other parts of the building regs did you refer to for your designs?

A

Part M, L, A, F

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37
Q

Did you check the condition of the timber joists of the garage?

A

Yes, and reviewed the sizes based on current trada tables.

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38
Q

How did you inspect the roof covering to the garage?

A

Ladders and camera pole

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39
Q

What materials can wall ties be made of ?

A

Iron, steel, stainless steel

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40
Q

Difference between wet and dry rot ?

A

Dry rot can penetrate masonry, different humidity, One of the main differences between wet rot and dry rot is that wet rot needs a higher moisture content to grow. Wet rot fungus likes to grow on timber with a high moisture content of around 50% and above while for dry rot to grow it will germinate at a lower timber moisture content of around 20% to 30%.

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41
Q

Why is dry rot seen to be more problematic than wet rot ?

A

Can penetrate masonry

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42
Q

Where would you seek guidance regarding wall tie failure ?

A

Approved Document A for modern buildings

BRE 401

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43
Q

What are the spacings for wall ties ?

A

Vertical 450mm or every 6-8 courses and horizontal 900mm. See Approved doc A Table 5 for for information. It shows tie length and cavity width.

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44
Q

What indicators would you look out for if you suspect dry rot?

A

Dry Rot – Wood shrinks and splits into cuboidal cracks. Wood is light in weight and crumbles under fingers. Usually mycelium on the surface which is grey when wet and yellow/purple when dry. Fruiting body usually brown/red in colour. Indoors only.

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45
Q

Talk me through why you recommended the use of limecrete

A

Breathability can be important when we consider the floors in old buildings, as they often consist of stone floors laid directly on the earth. In its original situation any moisture below the floor could rise to the floor surface to evaporate away with no detriment.

If we then install a concrete insulated floor with a dampproof membrane (DPM), any moisture below the floor will continue to rise and, as the floor is now impermeable, may get pushed to the walls where it could appear as damp spots. It is this that gives rise to the idea of a breathable floor and where limecrete comes in.

Limecrete is a mix of natural hydraulic lime (NHL5) and sharp sand. Sometimes glass fibres are mixed in to give a more durable surface.

46
Q

How would you advise the client on a like for like replacement of a timber floor structure affected by dry rot, talk me through the steps.

A

Consider the affected area
Remove affected timbers
introduction additional ventilation
rapidly dry out the area
trat area with a pesticide - probor10
replaced timber if splicing go 500mm past affected areas
protect joist ends form moisture ingress

47
Q

Why is dry rot commonly referred to being more problematic than wet rot?

A

As it can pass through masonry.

48
Q

What typical building defects might you expect to see on a 1960s residential property?

A
Wood wall slabs
 snapped headers
 Stone defects
 sulphate attack in concrete or chimney stack
 damp penetration
 timber attacks
 lead paint
 asbestos
 shallow foundations to bays - differential movement
49
Q

Explain the different types of cracking you might expect to see on a 2-storey residential property.

A

Regular Horizontal cracking at regular intervals - wall tie failure
Stepped or diagonal cracking - Movement, location dependant
Horizontal cracking - Differential movement
Cracking larger at top than bottom - Subsidence

0 - Hairline cracks: Less than 0.1 mm in width. No repair action required.
1 - Fine cracks: Up to 1 mm in width. Generally restricted to internal wall finishes. Easily treated using normal decoration.
2 - Cracks easily filled: Up to 5 mm in width. Not necessarily visible externally, but doors and windows may require adjusting to prevent sticking. Can be masked by suitable linings.
3 - Cracks that require opening up: Widths of 5-15 mm. Weather-tightness and service pipes may be affected. External brickwork may need repointing or, in some cases, to be replaced.
4 - Extensive damage: Widths of 15-25 mm. Windows and door frames become distorted, walls lean or bulge noticeably. Requires breaking-out and replacement of wall sections.
5 – Structural damage: Widths greater than 25 mm. Beams lose their bearing, walls require shoring, and the structure is generally unstable. May require major repair works.

50
Q

Where a property is suffering from subsidence, what type of cracking might you expect to see?

A

Vertical, larger at the top than the bottom

51
Q

When investigating structural cracking to brickwork in residential/low rise property what recognised standards would you refer to assist in classifying the cracking?

A

BRE Digest 251 - Assessment of damage in low-rise budlings - This defined the inspection and cracking sizes to reference

52
Q

When investigating structural cracking to brickwork caused by adjacent trees what recognised standards would you refer to assist in assessing the risk posed by the trees present?

A

BRE Digest 298 - Low-rise building foundations - the influence of trees in clay soil

53
Q

Give some examples of high-water demand trees.

A
Elm
 Oak
 Willow
 Poplar
 Hawthorn - NHBC
54
Q

What do you understand by the phrase “tree root moisture extraction”?

A

The removal of moisture form the ground via the tree routes

55
Q

What are the limitations of using a borescope to inspect the cavity of a 1960/1907s domestic dwelling?

A

You can only see a limited inspection, if the vanity has been filled your inspection will be poor

56
Q

What alternative methods of inspection could you use?

A

Inspecti the vanity at opening or from the roof eaves dependant on construction

57
Q

What methods of remedial work are available to deal with cavity wall tie failure?

A

Replacement and or removal.
Replacement via remedial replacement resin set wall ties installed into the brick centre
Can also sleeve existing wall tie to limit further expansion
Treat existing wall ties with anti corrosion paint

58
Q

If a property was suffering from dry rot, what might you expect to see?

A

Dependant on the outbreak, a lack of ventilation. You would see damage or cuboidal cracking to the affected timber if visible then
Spores the dust presence of the rot
Hyphae 0 fine what strands
Mycelium - a collection of mass of hyphae
fruiting body - mushroom like appearance 0 dark red - releases the spores and the cycle starts again

59
Q

What types of wood boring inspect might you expect to find in domestic dwellings in the UK?

A

Common Furniture Beetle.
House Longhorn Beetle.
Deathwatch Beetle.
Wood Boring Weevil.

60
Q

Are there any limitations with the use of a damp meter?

A

Design and calibrated for timber, foil backed plaster board will give inaccurate readings, it should eb used to back up visual identification

61
Q

Explain how you would test a masonry wall for the presence of damp and how you would differentiate between the different types of damp likely to be present

A

I could use a protimeter or a speed carbide test to seek what the moisture contents of the area is. I would consider the location and construction to determine the type of damp

62
Q

How would you identify condensation in a property?

A

Consider the location and presence of damp, normally is low air flow/changes area, behind furniture, corners of room, near or adjacent to bathrooms and kitchens. Normally black spots.

63
Q

Give some examples of the likely causes of penetrating damp.

A

Slipped slates, blocked gutters, failed tanking systems.

64
Q

What is nail fatigue?

A

That as a roof ages the fixings which are often nails start to fail resulting in tile or slate slippage especially in windy weather conditions.

65
Q

What is concrete carbonation?

A

Carbonation occurs when the alkaline elements of the concrete react with carbon dioxide creating calcium carbonate which lowers the PH level of the concrete which reduces the passivity. If there is inadequate coverage, the carbon dioxide can react with the protective coating on the steel and corrode it. Levels of carbonation impacted by compaction, temperature, humidity, carbon dioxide levels.
Identify by carrying out an onsite test that will change colour when it comes into contact with high alkaline concrete.
It is remedied by removing the delaminated concrete, cleaning the re-bar and patching the concrete.

66
Q

Explain the cause of concrete carbonation.

A

The carbon dioxide being absorbed into the concrete to cause calcium carbonate which lowers the concrete ph., which can affect the protective coating on the steel reinforcement.

67
Q

Explain the testing procedure when testing for concrete carbonation.

A

The extent and depth can be confirmed using a phenolphthalein solution
Phenolphthalein solution reacts with the concrete – changes to pink if uncarbonated concrete and remains colourless on carbonated concrete
Carbonation depth is assessed using a solution of phenolphthalein indicator that appears pink in contact with alkaline concrete with pH values in excess of 9 and colourless at lower levels of pH
The test is most commonly carried out by spraying the indicator on freshly exposed surfaces of concrete broken from the structure or on split cores
Alternatively, the powder from drill holes can be sprayed or allowed to fall on indicator-impregnated paper or a core sample and the solution sprayed on
Cover meter can detect reinforcement positions, cover depth and bar diameters
Structural assessment may be required

68
Q

What is a deleterious material? – give some examples.

A

The term ‘deleterious materials’ is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging.

 Asbestos
 Calcium chlorides
 Calcium silicate bricks
 CFC’s
 Formaldehyde 
 Hair plaster
 HAC (High Alumina Cement)
 Hollow clay pot floors
 Lead
 Nickel sulphides
69
Q

What are the symptoms you might expect to find if a concrete floor was suffering from sulphate attack?

A

Cracking

70
Q

Explain why sulphates in hardcore can result in sulphate attack.

A

As they are not protected with a DPM when they comes into contact with a water source they expand and can transfer this up into the slab above

71
Q

Why is sulphate attack unlikely to be present in a property built in the 1990s?

A

As there will have been a more modern construction detail including a DPM and higher quality hardcore.

72
Q

What current challenges is Covid and/or Brexit bringing to Building Pathology?

A

Inspection, sourcing of material labour etc

73
Q

Q. what was the construction at Waterton House?

A

A. cavity wall construction, on trench foundations with timber roof structure.

74
Q

Q. What caused the low diagonal cracking?

A

A. it was due to subsidence. The gulley didn’t have a cover and was filled with silt and debris. Through opening up works it was identified the pipe underneath the ground was cracked allowing excess water to seep into the ground under the foundations and wash away the sub-soil.
I advised the client the damaged pipe would need to be replaced first to allow the water to flow through properly, then to carry out crack-stitching to the cracked mortar joints.
Steps: grind out the mortar, install grout then the helical steel bars, then to re-point the joints.

75
Q

Q. what were the main defects at this building? Rutland Mills.

A

A. during my survey I identified cut edge corrosion to the metal profile roof and due to the ongoing long term leaks the timber roof structure had suffered from wet rot causing the roof timbers to become weak. I reported to the client that spliced repairs will be required to the roof timbers.

76
Q

Q. what age was the building what typical defects would you expect to find?

A

TBC

77
Q

Q. what is cut edge corrosion?

A

A. steel edge sheets are exposed to oxygen which are prone to corrosion which is exacerbated by water pollutants. Consequently, the factory coating can peel off from these edges causing them to corrode. Tough cut edge corrosion usually begins around edges it gathers speed through capillary water action and can spread.

78
Q

Q. due to the leak that compromised the structure, how did you conduct your survey?

A

TBC

79
Q

Explain how you carried out your inspection.

A

I inspected the property both externally and internally to understand the scale and construction. I then inspect the adjacent area to the report defects and inspect the sub floor via a access hatch to review the sub floor arrangements.

80
Q

What was the significance of the rippled wallpaper?

A

It indicated a area of movement since the last decoration and the remaining decoration was to a high standard.

81
Q

What further investigation was necessary/carried out/recommended? Explain how you determined the existing joists were undersized.

A

I references the existing joists on the current trada tables to confirm by todays standards they were undersized. Further investigations ?

82
Q

Explain how you determined the existing joists were undersized.

A

I references the existing joists on the current trada tables to confirm by todays standards they were undersized. Further investigations ?

83
Q

Describe the remedial work you recommended to resolve the problem.

A

The installation of intermediate support to reduce the unsupported span of the floor joists.

84
Q

What did you recommend to rectify the bowed joists?

A

Assessment of each and potential replacement

85
Q

What defects did you see that led you to suspect sulphate attack?

A

Cracking of the concrete oversight

86
Q

What testing is available to confirm your diagnosis?

A

Tsmapling and analysis of the concrete oversight for the presence of sulphates.

87
Q

What are the limitations of testing for total sulphate content?

A

Costs are high and not guarantee that it will not happen in the future.

88
Q

What alternative types of testing are available?

A

????

89
Q

Explain how you confirmed your diagnosis in this case.

A

By the testing method and the cracking.

90
Q

What was your advice/recommendations in respect of the remedial work necessary to rectify the defect?

A

To remove and the replace the floor in its entirety, removing the sulphate and installing a DPM.

91
Q

How did you/or would you assess the sub-floor structure for the presence of damp?

A

protimeter or speedy carbide test

92
Q

How would you investigate for the presence of a DPM in the floor structure?

A

look at the perimeter for evidence other destructive testing

93
Q

What do you understand by the phrase “plaster wicking’ in respect to low level damp in masonry walls?

A

The same term used for rising damp - The unwanted ingress of water that rising through capillary action

94
Q

what is condensation?

A

A. moisture in the air (water vapour) is held in high temperature air and when it comes into contact with a cold surface it is cooled, and the excess vapour condenses (dew point)

95
Q

Q. how did you conduct the use of a moisture meter?

A

A. I used the moisture meter in the front basement timber only to take readings of the timber floor joists. The floor joists were showing low moisture readings. There were no signs of insect attack. The rear basement was where the dry rot had occurred and this was identified when the wall covering was stripped off, it was growing around the timber studs. I advised the client that all timbers (i.e. door frames and architraves etc) will need to be removed off site and remove nearby timbers within 0.5 meters of the last outbreak of the dry rot. I also advised that fungicidal treatment would need to be applied to all masonry and all good timbers.

96
Q

Q. what are the limitations of using a moisture meter?

A

Foil backed plaster, black ash mortar

97
Q

Q. what was the construction of the building?

A

A. early 1900’s building with solid wall construction, and timber roof structure.

98
Q

What clues were present to lead you to suspect the presence of dry rot?

A

The presence of mycelium, fruiting body and the damage to the timber suspended floor.

99
Q

Outline the key differences between the characteristics of brown rots and white rots.

A

Dry Rot
Cuboidal cracking
Moisture content around 25%
Timber can crumble

Wet rot
soft and spongy timber
higher moisture contents - 30% plus

100
Q

Outline the key characteristics which are used to diagnose dry rot.

A

moisture contents

Visual identification

101
Q

What is your opinion of the use of chemicals used to treat timber and brickwork when eradicating dry rot?

A

Can be used however the source of moisture should be eradicated and the drying out and rapid heating of the space should eb encouraged]

102
Q

What do you understand by the term environmental control in respect of treating dry rot?

A

Using the weather, wind, etc to assist in removing the rot.

103
Q

How did you determine the amount of opening-up required?

A

Via an initial inspection from removing a floor board

104
Q

What advice did you give in respect of remedial works?

A

Full removal of the flooring in the affected rooms due to widespread deuteriation of the timber floor

105
Q

What advice did you give in terms of contractor’s guarantees associated with the remedial work?

A

As there was full replacement the works fell under a larger package of works at the property.

106
Q

Explain your advice in respect of the structural movement?

A

I advised the initial period of monitoring to determine of the movement was historic or continuing

107
Q

Describe the cracking in terms of size, direction, and general appearance.

A

Vertical - approx. 1mm in width - Level 1 (BRE 251) consistent in width.

108
Q

What was the ultimate cause of the structural movement?

A

Historic

109
Q

What advice did you give in terms of remedial work?

A

Re sealing of the adjacent timber structure and door framc to ensure water tight

110
Q

What was the purpose of monitoring the situation for 12 months? Was this long enough to establish if the movement was historical and had ceased?

A

To seek the seasonal changes, however consideration was given to a longer period of time if the winter was warm and the summer cool.

111
Q

What is hardcore?

A

Hardcore is fill material used in building construction to raise ground levels and provide a dry,
firm and level base on which to cast a concrete ground floor slab or ‘oversite’ concrete beneath
suspended floors.