Inspection Flashcards

1
Q

What are different purposes for inspections?

A

Agency/L&T valuations e.g. new letting/rent review
Prop man e.g. repairs

Building surveys:
dilaps, Planned Preventative Maintenance, pre-acquisition, disposal, development, tenant fit-out/alterations, schedule of condition, specialist surveys e.g. EPC/asbestos
- Description, defect, repair, implications, cost, timeframe, further investigation/specialist
- RICS guidance: “Surveying assets in the built environment, 2017” GN
“Technical due diligence of commercial property, 2020” GN
- “RICS Homebuyer report, 2016” PS
Homebuyer report for homes conventional in type and construction and apparently reasonable condition (Victorian to present day)
Professional opinion at economic price, less comprehensive than L3 bdg survey
Assess the general condition of the main elements of a property
- “RICS Homebuyer report – survey and valuation, 2016” PS
Rating 1 normally not have impact on market value of property
Rating 2 generally not, unless accumulation of items that would increase costs impact
Rating 3 generally have impact
Assess general condition of main elements of property, identifying features affecting present/future resale value
- “Building survey, 2012” PN
Premium product in RICS Home Survey range
Inspection includes roof space, floors, services
1, 2, 3, Not Inspected
- “Condition survey, 2011” PN
Less comprehensive than Homebuyer report or Building survey

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2
Q

How do you deal with dilapidations at the end of a lease?

A
  • “Dilapidations, 2016” GN
  • Schedule of Dilaps record breach of covenant
  • Damages capped by diminution in value of LL’s reversion
  • Amount recoverable lower of cost of works and diminution of value in LL reversion as a result of T breaches
  • s18 LTA27 limits damages:
    Limb1: damages shall not exceed amount by which value of reversion diminished
    Limb2: no damage shall be recovered for breach if premises would at or shortly after termination be demolished or structurally altered (“supersession”)
  • Does not depend on the works the LL actually performs, but work that a hypothetical purchaser would factor into its bid for the reversion
  • Another example of supersession is where LL completes “grander” work, may be able to claim cost of basic remedials
  • Losses may be included in Quantified Demand:
    Holding costs before re-letting/sale
    Insurance, security, energy, cleaning costs
    Loss of rent until end of works and during marketing period
    Loss of service charge
    Surveyors fees
  • T’s response typically incorporates a Scott Schedule
  • Val not “Red Book”, usually val property “in” and “out of compliance”
  • Judgement as to whether items in Sch of Dilaps ind or cumulatively affect value and how cost of remedials reflected in val if at all
  • In ref to break clauses, consider whether Sch of Dilaps should be sent to T before break date
  • Normal for negotiations to be “without prejudice” (until agreed)
  • Courts strongly encourage ADR
  • A settlement agreement should be stated in full and final settlement and deal with every part inc costs
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3
Q

How do you deal with dilapidations during the term?

A
  • “Dilapidations, 2016” GN
  • Schedule of Dilaps record breach of covenant
  • Leasehold Property (Repairs) Act 1938 applies to leases over 7 years and 3 or more years unexpired (applies only to forfeiture and damages)
  • Remedies available to a LL pursuing a dilaps claim during term: damages / forfeiture / specific performance / entry to carry out work
  • Damages capped by diminution in value of LL’s reversion
  • Right to forfeit can be lost if LL, knowing of breach, continues to demand or accept rent (might not be relevant to continuing breach e.g. repair but might for once-and-all breach e.g. alterations)
  • Before taking forfeiture proceedings, LL must serve s146 LPA25 detailing breaches and giving reasonable time
  • Where 1938 Act applies, must notify T in s146 then, if T serves counter-notice within 28 days, LL must within 28 days must obtain permission of court to commence proceedings
  • Schedule of Dilaps can be attached to s146
  • Seek legal advice
  • T’s response typically incorporates a Scott Schedule
  • A T who claims, LL obliged to carry out repairs and inconvenience / ill health / personal belongings / loss of profit; if vacate, T may claim cost of alt accomm / moving / loss of profits
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4
Q

What are common construction features of an industrial unit?

A

portal-framed
profile sheet metal/brick cladding
profile sheet metal roof, skylights
eaves height min 8m
floor loading 30KN/sqm
WHAT DOES THIS MEAN/CHECK IF CORRECT
roller shutter door
layout: warehouse, office, store, WC
mezzanine
3 phase electricity supply, maybe gas
old stock no/storage heaters, energy inefficient
shared service yard
access to motorways
on inspection, check for contamination

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5
Q

What are common construction features of an office?

A

modern = steel and glass
large floorplate, service stack with WCs/lift/stairwell
open plan, partition walls sub-divide accom
raised floors, suspended ceilings
central heating, air con, LED lighting, energy efficient
location: prime?, transport, parking, amenities, view

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6
Q

What are common construction features of a shop?

A

layout: shopfront, displays/racking, stores/kitchen
location: prime?, high street, shopping centre, retail park, parade, convenience
transport, parking

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7
Q

What are common construction features of a house?

A

brick-built, solid wall/cavity
DPC depending on age
tiled roof: slate/clay/concrete
chimney, flashing, aerial
rainwater goods plastic/cast iron
windows: double glazing, timber/uPVC
front and rear door, porch
garage/driveway/on-street parking
front/back garden
layout: living room, kitchen, dining room, bathroom, bedrooms, storage room, attic, basement
gas, central heating, boiler/storage tank heater

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8
Q

What are common construction features of a flat?

A

steel/concrete with metal/brick cladding
flat/tiled roof
(low-rise chimney)
rainwater goods
windows: double glazing, timber/uPVC
flat door (fire-resistant)
main entrance, lobby, stairwell, lift
balcony?
off-street parking?
landscaping?
layout: living room, kitchen, bathroom, bedrooms electricity, storage tank heater, storage heaters

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9
Q

What is your knowledge of walls?

A

brick: solid (English/Flemish bond), cavity (stretcher)
block (concrete)
steel
stone (ashlar smooth, rubble)

internal partition walls masonry (single leaf of concrete block)
or hollow (stud and sheet: timber finished with plasterboard or steel studs)
hollow can be used for insulation and running services

cavity: ties with “drip” in centre to stop water bridging
bricks and blocks bedded in mortar (lime in older bdgs)
DPC barrier, membrane built into walls, low absorption brick from 1900, 150mm
DPC must be continuous with DPM in floor slab

The absence of a DPC in older buildings can be rectified by creating a moisture-impermeable layer, either by the insertion of a DPC or by the injection of water-repellant chemicals.
However, damp in older buildings is actually often caused by a leak or defect in the wall construction such as cracking rather than by rising damp

Insulation between internal block and external brick wall
Typically, buildings built between 1920s and 1980s can be retrofitted with cavity insulation
Cavities are insulated by drilling small holes at regular intervals in external walls and then injecting insulation

For solid walls, insulation can be introduced by fixing insulation boards to the internal surface of walls or by building an internal stud-wall adjacent to their surface and then insulating the cavity between the stud wall and the external wall or the external surfaces of walls can be insulated by fixing an insulating material to them and then finishing the insulation with render or cladding materials

Age gives clues
modern houses, with roof constructed with trussed rafters, unlikely to have load-bearing partitions on upper floor and likely to have 1 or more load-bearing walls on ground floor and 1st floor if 3 storeys
houses built before 1960s likely to have internal load-bearing wall to support upper floor in modest houses and in larger houses where there are strutted purlins, walls will also support roof structure

skirting board test!

Wall finishes plaster or dry-lining (plasterboard sheets) provide a surface for final decorative finishes such as paint of wallpaper
Modern plaster is based on gypsum (calcium sulphate), older buildings may have lime plaster

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10
Q

What is your knowledge of cladding?

A

brick, steel
infill
curtain wall
profile sheeting
fire safety issues

ADD TO SAFETY ISSUES

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11
Q

What is your knowledge of roofs?

A

flat, pitched - monopitch, gable, hip, mansard, conical

“Cut” roofs replaced by trussed rafter roofs
Each pair of rafters trussed with other timbers
If unrestrained, a pitch roof will tend to spread causing damage
Needs either thick walls or rafters to be tied together, collar or ceiling joists
Purlin roof typical of Victorian and early 20th century houses

Roof spaces need to be ventilated to remove moist air
Ventilation gaps provided at eaves level
Modern pitched roofs usually have a breathable membrane to provide protection against rain penetration and allow excessive moisture to disperse
Earlier pitched roofs would have an underlay or roofing felt (increases danger of condensation)
Older roofs may not have this layer (torched slates)
Roofing felt held in place by timber battens
Battens also provide fixing point for roof covering

Roof coverings can be double lap (slate, plain tile) or single lap (clay tiles, concrete tiles)
Natural slate 100 years
Stone slates 100 years
Man-made slate 50-60 years
Clay tiles (about 20% of new roofs) 60-100 years
Concrete tiles and slates (about 80% of new roofs) 50-75 years
Metal 30-50 years

Gutters collect water from eaves, downpipes take water from gutters to drains
until 1950s rainwater goods formed from cast iron/asbestos cement/timber, now plastic

Flat roofs not completely flat
Waterproof layer has to be continuous
Timber most common structural material at domestic scale, concrete and steel used on larger buildings
Older roofs comprise bituminous felt, mastic asphalt
Modern roofs comprise a single-ply cover, some form of plastic membrane
Short lifespan, waterproof layer prone to damage through structural movement or exposure to elements, blockage of drainage, condensation in roof structure

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12
Q

What is your knowledge of foundations?

A

strip (most common domestic)
raft (where load bearing capacity poor, small bdgs)
pad
pile (difficult site conditions or medium to large bdgs)

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13
Q

What is your knowledge of defects in roofs?

A
  • Missing or damaged roof tiles can cause leaks/leaking skylights
  • Issues with rainwater goods (missing, loose, overgrowth)
  • Leaks caused by defects in chimney flashing
  • Flat roofs
    short lifespan, waterproof layer prone to damage through structural movement or exposure to elements, blockage of drainage, condensation in roof structure
  • Earlier pitched roofs would have an underlay or roofing felt (increases danger of condensation)

Roof spaces need to be ventilated to remove moist air
Ventilation gaps provided at eaves level
Modern pitched roofs usually have a breathable membrane to provide protection against rain penetration and allow excessive moisture to disperse
Older roofs may not have this layer (torched slates)
Roofing felt held in place by timber battens
Battens also provide fixing point for roof covering

  • Roof spread, if not restrained properly
    The closer the horizontal members (collar/ceiling joist) is to the foot of the rafter, the more effective it is in preventing spread; not always possible i.e. habitable space
    Remedy would be to brace roof internally in roof space and strap corners
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14
Q

What is your knowledge of ceilings?

A

Modern ceilings are usually formed of plasterboard sheets nailed directly to underside of floor joists finished with a skim coat of plaster

Older ceilings plastered directly onto timber laths (thin strips) attached to underside of joists

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15
Q

What is your knowledge of floors?

A

Solid ground floors concrete slab with a damp proof membrane

Suspended concrete floors
Reinforced concrete beams with infill concrete blocks
Under floor void provides space for services
Good for sloping sites or areas where ground has poor bearing capacity or water table is high

“heel test” to see if solid
older buildings may be timber?

Upper floors usually timber
Joists spanning between structural walls carried on joist hangers or embedded in interior structural walls
Tongue and grooved board or chipboard surface
Under surface usually finished in plasterboard to take decorative finish and provide fire resistance

Sometimes beam and block system may be used

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16
Q

What is your knowledge of services - water?

A

Direct system all cold taps supplied direct from mains

Indirect system only one tap supplied direct from mains, other supplied from a cold water cistern
direct cold water systems are most effective; as water enters the property from the mains it is at high pressure, cold direct to kitchen, bathroom and multipoint, no water stored so no need for tank
indirect cold water where mains supply unreliable e.g. densely populated area; fed from storage facility within the building, cold direct to kitchen for drinking and tank, indirect to bathroom and hot water cylinder
typical modern house has combined heating and hot water system, central boiler provides hot tap water and heating water for radiators

Indirect hot water – boiler fed from small hot water system cistern, boiler heats water, hot water is circulated to a cylinder where a heat exchanger heats the water, cylinder insulated to retain heat, cylinder forms a reserve which feeds hot water tap

Direct hot water system increasingly popular, boiler fed directly from mains, heats water directly “on demand”, no need for hot water cylinder

in modern houses, the incoming water main is made from plastic; in older properties, lead or copper

Commercial property cold water
Mains pressure usually to about 30m (approx. 8 storeys), beyond that water needs to be boosted, storage in high level cisterns
High level cisterns may result in excessive pressure in outlets/appliances at low level

Commercial property hot water
“dead legs” long runs of pipe between heat source and point of use, takes a long time before hot water emerges at tap or appliance, pressure from high level storage tanks may be too much for low level taps/appliances
Hot water supply divided into a series of zones at different heights in the building
Several calorifiers (hot water cylinders) are fed from central boiler, each supplies a local hot water circuit

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17
Q

What is your knowledge of services - heating?

A

Combination boilers are mains fed and do away with the need for cold storage water tanks
Hot water supply pipe to radiators, separate cooler water return system
Cooled water not passed on to next radiator in loop, keeps water temperature supplies to all radiators almost the same, affected the setting on one radiator has little effect on system as a whole
Control systems include thermostats (boiler, room thermostat, thermostatic valves) and time switches
Indirect heating systems more common in larger buildings, sector heating (individual sectors of building have their own boiler and heating system i.e. blocks of flats), whole building systems

Larger buildings often have 2 or more boilers
Most common in basement or can be in roof, sometimes may be a separate boiler house
Basic principles same as for domestic, two pipe system (separate supply and return pipe)
Branching system often used

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18
Q

What is your knowledge of services - electricity?

A

Electrical installations
domestic one-phase 240 volts, commercial three-phase
the majority of the local supply is made up of these 3 phase distribution systems running in the pavements and roads from the local supply sub-station
the electric wiring within the property comprises three wires: live, neutral and earth
the distribution of electricity within properties is arranged in circuits; these start their distribution from a control panel called a consumer unit (fuse box);
the electrical supply is received by the consumer unit from the meter
there are 3 alternative groupings of circuits within the consumer unit for lighting, power outlets and large individual appliances;
circuit breakers cut out supply if an appliance overloads dangerously

electrical thermal storage heating relies on a mass of material such as clay or concrete blocks heating overnight by electrical elements inserted between them, utilising the off-peak electrical supply; the thermal store is then dissipated during the day to keep the building warm

Commercial property:
need for hierarchy of distribution of power, separation of supply to parts of building to ensure problems in one section does not result in total shutdown
Domestic supply is usually single phase alternative current, single live wire and single neutral return
Larger buildings have a 3 phase supply, three live wires and a single neutral return, allows 415 or 240v supply, may be required for heavy plant/appliances
Electricity brought into building at high voltage where it is stepped down by a transformer, vertical busbar carries supply up the service core, each floor has its own distribution board for power and lighting sub-systems

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19
Q

What is your knowledge of services - gas?

A

Entry to building, stop cock, pressure governor, meter, pipes
Leaks can lead to dangerous build up of potentially explosive gas
Pipes should avoid unventilated cavities, supplies should avoid bedrooms, pipes should avoid contact with electrical supplies, appliances require regular service and safety checks

Commercial property similar to domestic
Not often distributed throughout large buildings, supplied only to areas that need it e.g. kitchen, boilers

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20
Q

What is your knowledge of services - drainage?

A

Waste from baths, sinks, washing machines etc
Soil from WCs
Works by gravity
Sanitary appliances connected by lateral branches to vertical stacks connected to underground drains connecting to public sewers
The trap is a pipe with a bend, when discharge passes the trap fills with water forming a seal between the drains and the building interior

Rainwater discharge is by a separate system from the sewer or combined system rainwater combined with soil and waste drainage in common drain leading to sewer, danger of flood water overloading system and causing overflow of sewer

Above ground drainage:
post-war single stack systems in low rise housing constructed with plastic pipes, foul and waste water collected in same drainage stack, discharge stacks normally fitted internally and boxed in with plasterboard
until 1950s rainwater goods formed from cast iron/asbestos cement/timber, now plastic

Below ground drainage:
mains drainage recent, end of 19th century, early systems rainwater and foul water (from WCs and wastes) shared same drains;
during last 60 years, ‘separate’ drainage systems, reduced load on sewage treatment works; storm/surface water directed into rivers/sea

Commercial property:
similar basic principles to domestic
WCs need to be ideally vertical stack, usually adjacent to the vertical service core, very large buildings may need multiple service cores in different areas

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21
Q

What is your knowledge of services - ventilation/air con?

A

Deep plan buildings difficult to ventilate by opening external windows, may require mechanical ventilation
With tall buildings, opening external windows for ventilation may be a problem because of high wind pressure
May result in HVAC system

Mechanical ventilation:
Extract only systems are generally used in environments where air becomes directly contaminated by a particular activity, mechanical extract unit
Supply only enables fresh air to be filtered and heated, ensures adequate supply of fresh air, generally used for mixed mode application
Extract and supply comprise an Air Handling Unit, a ductwork system is provided to supply and extract air from around the building, can be combined with natural ventilation to provide mixed mode, can provide overall heating and ventilation for building or form part of a wider air conditioning system

Air conditioning:
Provides full control of air temperature, humidity, freshness and cleanliness
Used where greater control is required
Centralised system, all plant is housed in one area such as basement or roof top, large ductwork required, outlets tend to be small grilles
Partially centralised system, built of heating and cooling is carried out within occupied space by individual units such as fan coils, chilled beams, chilled ceilings; the plant still comprises boilers, chillers and AHU but on a smaller scale with smaller ductwork, advantage where space is tight
Local systems not linked to any central plant, only allow cooling in immediate space where located
External air conditioning condensing units
Alternatives to air conditioning include Passive systems

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22
Q

What are common building defects?

A

Cracking
Damp/leaks
Rainwater goods
Roof - missing tiles
Brickwork
Walls bowing/bulging/buckling
(Lack of lateral restraint or support
Thrust from other elements
Excess loading)
Rotten windows
Rendering

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23
Q

What is your knowledge of damp?

A
  • Condensation
    Most dampness probably caused by condensation, doesn’t always occur where moisture generated, can be in colder rooms well away from source
    Wall has misty surface, stains/streaks of water down a wall (especially bathrooms/kitchens/below windows), damp patches with no definite edges, dampness in areas where air circulation restricted (e.g. behind wall cupboards), patches of mould growth
  • Penetrating damp
    Cause could be some distance away, blocked gutter can result in flooding, valley and parapet gutters, chimneys, cracked render, structural movement/frost attack etc. can reduce a wall’s resistance to penetration
    Evidence of damp on ceiling
    Often in localised areas, readings show sharp change from wet to dry, patches of efflorescence, timber in area of damp has high moisture content, external inspection may reveal obvious defects including cracked render or brickwork, damaged downpipes etc.
    May be leaking pipe!
  • Rising damp
    Caused by water in subsoil rising up the pores or capillaries of materials in wall
    DPCs can fail (e.g. deterioration or damage caused by building movement), in many cases caused by bridging of the DPC or changes in ground water levels rather than failure of DPC material
    Ground water levels may change due to leaking drains, blocked land drainage systems, leaking water mains
    Bridging of the DPC can be caused by resurfacing/raising paths/garden levels
    Damp will rise to a typical height of about 1-1.5m, readings will drop quickly above peak of dampness, stains and/or tide mark on wallpaper/plaster, high moisture content of timber skirtings
  • Efflorescence
    Caused by soluble salts brought to surface as water in wall dries out
    White staining
    Usually harmless, occurs in spring after a wet winter, usually washed away by natural weathering
  • Timber
    For ground floor, no effective DPC, vents are blocked or non-existant, mushroomy smell, damp meter above 20%, floor feels soft and spongy, gap between skirting and floor boards
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24
Q

What is your knowledge of cracking?

A
  • Differential settlement
    Separate parts of building subject to independent movement, often due to fabric/foundations being different, commonly older buildings, cracking at interface
  • Seasonal movement
    Heave:
    Seasonal movement especially shrinkable clays, when ground has high water table or periods of high rainfall
    Ground expands upwards, cracks may be numerous, are wider at top, open and close seasonally
    Subsidence:
    Clay soils absorb and release large amounts of water, in summer contracts, building sags downward, cracks wider at bottom, trees can exacerbate/confuse cracking pattern
  • Trees and shrubs
    Affect water content of sub-soil, more mature the tree more water it requires, root radius of tree equal to or greater than height (can be 2x), the older the tree, the greater the radius, especially oak/poplar/ash/plane/willow/elm
    Cracks wider at top (rotational), if removed ground heave/ground swell, cracks wider at bottom
  • Failure of arches and lintels
  • Harline, negligible 0.1mm
    Fine cracks, decoration up to 1mm
    Cracks easily filled up to 5mm
    Cracks require patching 5-15mm (or several up to 3mm)
    Extensive repair work 15-25mm
    Partial or complete rebuild greater than 25mm
  • Roof spread
    The closer the horizontal members (collar/ceiling joist) is to the foot of the rafter, the more effective it is in preventing spread; not always possible i.e. habitable space
    Remedy would be to brace roof internally in roof space and strap corners
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25
Q

What is your knowledge of defects in brickwork?

A

Spalling (frost attack)

Pointing (weathering and disintegration of joints)

Sulfate attack (cracks mortar joints horizontally and expands, leaning and bulging i.e. parapet/retaining walls; if chimneys lean and racking along every course, especially in exposed positions)

Wall tie failure (horizontal cracking every 6th course of brickwork, disguising wall tie replacement is difficult, especially where houses rendered)

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26
Q

What advice do you give around roof leaks?

A

Inspect from ground level, photos

Describe

Potential causes:
Missing/slipped roof tiles
Full rainwater goods
Seals around skylights
Flat roof (short lifespan, waterproof layer damage)
Issues with valley
Underlay/roofing felt condensation (earlier pitched)
(be aware cause may be far from defect)

Advise to seek specialist advice from a bdg surveyor

Consider effect on value of defect/remedial work
Consider if represents T/LL breach, options to resolve

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27
Q

What advice do you give around cracking?

A

Describe, photos, measure:
Harline, negligible 0.1mm
Fine cracks, decoration up to 1mm
Cracks easily filled up to 5mm
Cracks require patching 5-15mm (or several up to 3mm)
Extensive repair work 15-25mm
Partial or complete rebuild greater than 25mm

Potential causes:
Differential settlement
Seasonal movement
Trees and shrubs
Failed arches and lintels
Roof spread

Advise to seek specialist advice from a bdg surveyor

Consider effect on value of defect/remedial work
Consider if represents T/LL breach, options to resolve

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28
Q

What advice do you give around damp?

A

Describe, photos e.g. efflorescence, damp meter?

Potential causes:
Condensation (most dampness)
- misty surface/stains/streaks down a wall
- e.g. bathrooms/kitchens/below windows
- damp patches with no definite edges
- dampness in areas where air circulation restricted
e.g. behind cupboards
- patches of mould growth
(doesn’t always occur where moisture,
can be in colder rooms well away from source)
Penetrating damp (cause could be far from defect)
- blocked gutter
- valley
- leaking pipe
- chimney
- cracked render
- structural movement/frost attack
(reduces wall’s resistance to penetration)
e.g. evidence of damp on ceiling, often localised,
readings can show sharp change from wet to dry
Rising damp
- DPC failure/bridging/changes in ground water levels
- blocked/leaking drains
e.g. damp to 1-1.5m, readings drop quickly above,
stains/tide mark on wallpaper/plaster,
high moisture content timber skirtings

Advise to seek specialist advice from a bdg surveyor

Consider effect on value of defect/remedial work
Consider if represents T/LL breach, options to resolve

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29
Q

How do you inspect a property in relation to a break option?

A

T breaches
VP

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30
Q

What advice would you give around building defects/works required?

A

Note
Describe
Photos
Potential causes
Advise specialist building surveyor advice
Consider affect on value of defect/remedial works
Consider if LL/T breach, options to resolve

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31
Q

What are the difference between grade 1 and 2 listed?

A

Listing marks and celebrates a building’s special architectural and historic interest, and also brings it under the consideration of the planning system, so that it can be protected for future generations.

The older a building is, and the fewer the surviving examples of its kind, the more likely it is to be listed.

The general principles are that all buildings built before 1700 which survive in anything like their original condition are likely to be listed, as are most buildings built between 1700 and 1850. Particularly careful selection is required for buildings from the period after 1945. Buildings less than 30 years old are not normally considered to be of special architectural or historic interest because they have yet to stand the test of time.

Grade I buildings are of exceptional interest, only 2.5% of listed buildings are Grade I
Grade II* buildings are particularly important buildings of more than special interest; 5.8% of listed buildings are Grade II*
Grade II buildings are of special interest; 91.7% of all listed buildings are in this class and it is the most likely grade of listing for a home owner.

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32
Q

How do you date buildings?

A

date stone
property records
design
research: planning register, Google! local history

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33
Q

What characteristics are typical of church buildings?

A

Layout:
- built like a cross
- nave is the main body of the church.
- Chancel: the space around the altar, including the choir and the sanctuary (sometimes called the presbytery), at the liturgical east end of a traditional Christian church building

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34
Q

What defects are typical of church buildings and how does this affect value?

A

Roof
- missing, slipped, broken tiles
- vegetation
- gutters, downpipes, drains

Stonework
- mortar re-pointing, lime

Rising ground levels
When rain hits the ground it causes the soil to move, only by about a millimetre a year, but when you have a Church that is 60, 100 or 150 years old, that begins to add up and as the ground level rises so does the chance of water ingress and damp. If your church has failing internal plaster at low levels, it may be that your architect identifies the need to lower your ground levels

Poor ventilation
build-up of damp if building un-used and doors and windows closed to make airtight, seeps into stonework and woodwork

Beetle infestation
side effect of damp and poor ventilation,
can be mild but if untreated can move through pulpit, pews, wooden floors, rafters (little holes and what looks like fine sawdust), can be treated with high street product

35
Q

How do you inspect services?

A

Identify water/electricity/gas supply and type
Generally don’t test (inc in ToE and val report)

36
Q

What characteristics are typical of Victorian buildings?

A

1837-1901
- Despite the small footprint, Victorian houses are generally well proportioned, offering a comfortable living space with high ceilings. Of course, not all Victorian houses are terraces, the emerging middle and upper classes at the time were more likely to have lived in large semi-detached houses and grand Victorian mansions.
- Fireplaces
Most, if not all rooms in a Victorian house would have had a fireplace, as they provided the only form of heating. Surrounds could be wood, stone or marble and many fireplaces were adorned with patterned tiles. Sadly, as Victorian properties fell out of favour in the 1960s and 1970s, many fireplaces were ripped out
- Sash and Bay Windows
With the arrival of plate glass in 1832, windows in Victorian houses were larger than their Georgian predecessors; 6 or 4 paned vertical sliding sash windows as opposed to the smaller 6 by 6 Georgian windows. Homes would often have bay windows at the front of the house, creating architectural interest and providing large amounts of natural light.
- Moulding
The intricacy and quality of moulding was related to the status of the household and was an important feature of Victorian homes. Moulding details you will spot in Victorian houses include ceiling roses which were designed to catch the smoke from gas lights, cornices, dado rails and sometimes panelling.
- Porches
It’s common to see porches on the front of Victorian houses, marking the main entrance.
- Floor tiles
Porches and hallways often contain floor tiles, most commonly in terracotta, black and geometric, repeating patterns. Tiles were practical and easy to keep clean at a time when the link between health and hygiene was starting to be more fully understood.
- Small kitchens
Kitchens in Victorian houses, particularly in terrace houses are usually small and situated at the back of the house, projecting from the main building. The Victorians would have presented the reception rooms to the public, keeping the kitchen out of view. This is one of the big differences between Victorian and modern houses. We now treat the kitchen as the heart of the home, a place to socialise and enjoy cooking and dining. In Victorian times kitchens were considered to be the domain of the servants for the wealthy and not a source of enjoyment or pride.
- Roof
Slate roofs were also becoming more widespread
- Brickwork
The exterior of Victorian houses often used Flemish Brick bond, consisting of a pattern of alternating headers and stretchers along each course.
- Stained glass doorways
- Decorated black and white gable and bargeboards
- Date stones!

37
Q

What defects are typical of Victorian buildings and how do these affect value?

A
  • Dampness
    dampness is a common issue in Victorian houses, particularly in basements and attics. This can be due to several factors, including:
  • Poor insulation: Victorian houses were often not built with insulation in mind, which can lead to dampness and water damage.
  • Inadequate ventilation: Victorian houses often have poor ventilation, which can cause damp and mould growth.
  • Lack of damp-proof courses: Many Victorian houses do not have damp-proof courses, which are designed to prevent moisture from entering the building from the ground.
  • Old plumbing: The plumbing in Victorian houses may be outdated and prone to leaks, which can contribute to dampness.
  • Structural problems:
    Victorian properties often have large, heavy roofs and large windows, which can put a strain on the structure of the building. Structural problems can include cracks in the walls, subsidence, and movement in the foundations.
  • Roofing issues:
    Victorian buildings often have complex roof structures, which can be difficult to maintain and repair. Roofing issues can include leaks, missing or damaged tiles, and damage to the timber structure.
    (PURLINS)
  • Pests: Victorian properties, particularly those with older timber frames, can be vulnerable to pests, such as termites and beetles, which can cause significant damage to the building.

Services:
- Plumbing and electrical systems: Victorian properties often have outdated plumbing and electrical systems, which can be dangerous and ineffective. These systems may need to be updated to meet modern safety standards.

  • Decorative features:
    Victorian properties are known for their elaborate decorative features, such as stained glass, moldings, and cornices. These features can be costly to repair or replace, and may need to be protected as part of a heritage listing.
38
Q

What characteristics are typical of period homes?

A

A ‘period’ home, generally, refers to a property that was built before the First World War

Georgian era, four successive kings 1714-1820
Queen Victoria ruled between 1837 and 1901
Edward VII between 1901 and 1910

Georgian:
In proportion. Formulaic and symmetrical, usually boast tall windows and are often built in identical rows.
e.g. huge, heavy black main doors framed by white stucco-rendered pillars
These types of property were largely built during the Regency period, which was the final nine years of the Georgian reign when George IV was Prince Regent.

Victoria:
generally built out of necessity than art.
throughout period, population of the UK more than doubled
meant a huge rise in space-saving terraced homes
Once the brick tax, which held back builders until 1850, was removed, construction of homes started with smaller bricks and large bay windows
Interior Victorian features at the time focused on ornate fireplaces, skirting boards and coving
elaborate decorative features, such as stained glass, moldings, and cornices

Edwardian:
Edward VII was bold and extroverted, so the boom in house building between 1901 and 1910 very much reflects his style.
generally wider than Victorian homes, with larger gardens for parties
properties were generally built with style in mind rather than the practical focus of the Victorian era.
Sometimes set back from roads with front gardens (unlike Victorian terraces), many Edwardian properties also made use of porches for additional privacy, while also bringing in more windows and wider hallways and rooms.
More wood was also used for styling, with parquet flooring inside and faux Tudor cladding on the outside.

39
Q

What defects are typical of period homes and how do these affect value?

A
  • Old plumbing/electrical systems, need rewiring
  • Poor energy efficiency
  • Heating and insulation
  • Damp problems
  • listed / conservation area?
40
Q

What is an inherent defect? How do you deal with these?

A

inherent defect = defect in design or material that has always been present

latent defect = fault to the property that could not have been discovered by a reasonably thorough inspection of the property

check if any warranties?
understand snagging in newly-built property?

41
Q

How do you use a damp meter?

A

a moisture reading of 0-15% is quite normal and gives no cause for concern
in excess of 15% indicate the need for further inspection
levels between 25-30% indicate that there may be water ingress, meaning that remedial work could be required.

42
Q

What is your knowledge of how trees can affect a property?

A
  • Trees and shrubs
    Affect water content of sub-soil, more mature the tree more water it requires, root radius of tree equal to or greater than height (can be 2x), the older the tree, the greater the radius, especially oak/poplar/ash/plane/willow/elm
    Cracks wider at top (rotational), if removed ground heave/ground swell, cracks wider at bottom
43
Q

How do you read an asbestos register?

A
44
Q

What is the measurement of a brick?

A

215mm x 102.5mm x 65mm

CHECK CORRECT

45
Q

What is the measurement of a wall? (solid/cavity/partition)?

A

A solid brick wall is usually about 22 cm thick, a cavity wall between 27 cm and 30 cm thick, and

The thickness of a wall can be measured at a door or window. A solid wall will be 23cm (9”) thick plus internal plastering and external rendering (if any) and a cavity wall 30cm (11.5”) plus plastering and rendering (if any).
a solid stone wall could be as much as 50 cm.

Partition walls:
Timber 75mm-100mm (3-4 inch)
Block ???

CHECK CORECT

46
Q

What invasive species are you aware of?

A

Japanese Knotweed

Giant Hogweed

Himalayan Balsam

ADD DESCRIPTIONS

47
Q

How can you tell if a building is made of timber? What are the implications of this?

A
48
Q

How could insect/fungi impact on value?

A
49
Q

What is your knowledge of insect/fungal attack?

A
50
Q

How do common building works impact on value?

A

new roof: £5,000-£10,000

new rainwater goods: few hundred

pointing: £50psm, side of house £1,500, semi £4,000

rendering: £30psm, total semi £3,000

new front door: £500 uPVC, composite £1,000 plus, £1,500 wood

new windows: £500 per window uPVC - £1,000 timber
total double glazing: £10,000

new kitchen: £5,000 - £10,000

new bathroom: £5,000

new boiler: £1,000

new central heating: £4,000

rewiring: £3,000

new flooring: £500 - £1,000

plastering: £500 per small room (2-3 days), house £3,000 (4-6 days)

decorating: £300 per day, £400 per room, house £2,000

brickwork e.g. spalling: £20 per brick

insulation: £500

scaffolding: £500-£1,000 per week

51
Q

How could damp impact on value?

A

depends on cause/remedy, typically:

rising damp - DPC £1,000
replacing flooring - £200 per room
replacing joists - £250 per joist
replace skirting boards - £250 per room
decorating - £300 per room
plastering - £600 per room
repointing - £300
unbridging DPC - £2,000
drainage channel - £1,000
clearing wall cavity - £150
replace roof tiles - £200-£500
repairing leak -

52
Q

How could cracking impact on value?

A

depends on cause/remedy, typically:

underpinning - £10,000-£15,000
cavity wall tie replacement - £5,000
replace lintels/arches and beams - £500
repointing - £300

53
Q

How could roof issues impact on value?

A

depends on cause/remedy, typically:

new roof: £5,000-£10,000
replace roof tiles - £200-£500
roof spread/roof sagging - £1,000-£2,000

54
Q

How can you date 20th century houses?

A
55
Q

How can you date 20th century flats?

A
56
Q

How can you date offices?

A
57
Q

How can you date industrial units?

A
58
Q

What is wet rot? How does this impact on value?

A

Wet rot fungus thrives within timber that is exposed to excess moisture. This is because any wood that is subjected to high levels of moisture provides an ideal breeding ground for the spores that the wet rot fungi releases.
All of the different fungi that make up a wet rot infestation feed the same way: by breaking down the cells within the timber and feeding on the nutrients within. Over time, the feeding habits of the fungi causes a loss of strength in a properties wood, leading to the degradation and breakdown of a properties timber.

Common causes:
- Broken or leaking water pipes
- A leaking roof, damaged guttering, or defective air bricks
- Defective seals on baths and showers
- Badly plumbed dishwashers, washing machines, and other similar appliances.

One of the main problems when it comes to wet rot is that it can often develop in areas of your property that might not be immediately visible. This can include areas such as behind the stairs, underneath your flooring, or within the loft.
1: Check your properties timber for signs of localised fungus growth.
2: If your timber has been affected by wet rot it will feel soft and spongy, so don’t be afraid to touch and prod the timber in your property. It can even feel soft through a coat of paint, or you might notice that affected sections of timber look darker than timber that surrounds it.
3: When wet rot affected timber is dry it will be incredibly brittle, and crack and crumble easily. Again, don’t be afraid to handle the timber to see if it crumbles into tiny particles easily.
4: You may notice that wood around doors and windows has a bleached effect, like the colour is running or has gone a different shade to surrounding timber.
5: Paintwork can be a telltale indication on the presence of wet rot. If paint on the timber looks flaky or damaged, you could have wet rot. A good way to check is by taking a thin bladed knife, and pushing it into the painted timber. The knife should stop after a short distance, or meet hard resistance immediately. If you can easily slide the blade in up to the hilt though, that’s a sure sign of wet rot.
6: A damp and musty smell in your property would be a tell tale sign of wet rot, and a good way to identify a sign of wet rot without being able to see it properly.

White rot / Brown rot.

Wet rot, unlike dry rot, does not spread.
Wet rot growth will stop once the moisture, and the source of the moisture is removed

Treatment:
Identify the nature, type and extent of the decay brought about by the wet rot.
Determine the cause of the wet rot, discovering the source of the moisture causing the wet rot and then drying out the surrounding area.
Propose a cure for the wet rot, with a full specification and method statement for the wet rot treatment to be used.
Where the timber has been affected by wet rot and lost its strength, it will be removed and replaced.
The area around the timber affected by wet rot will be treated with a wood hardening agent as well as a preservative.
Decide on what further steps should be taken in order to properly safeguard the property against wet rot.

59
Q

What are typical defects on concrete? How does this impact on value?

A
60
Q

What is dry rot? How does it affect value?

A

Dry rot is the most serious form of fungal decay. It attacks the timber in buildings, digesting the parts of the timber that give it its strength.

It can spread without any source of moisture because it is able to generate moisture through the digestion of timber. Once dry rot spreads, it can severely damage the structural integrity of the building.

If you think you may have dry rot, you should arrange for a professional to carry out a survey and treat it as soon as possible. If the dry rot is not identified and treated immediately, it may be necessary to remove and replace all of the affected timber.

Dry rot spores exist in the atmosphere but only become a problem when they find themselves in the right conditions to germinate. These conditions involve damp timber with a moisture content of around 20% and that is freely accessible to air.

Causes of dry rot:
The moisture in the timber that allows for dry rot to develop is usually the result of a building fault of some sort. Therefore dry rot in homes is often caused by the following:
leaking gutters & downpipes
penetrating damp
poor ventilation
rising damp

There are four main stages in the dry rot lifecycle.

  1. Spores – Dry rot fungus exists as spores in the air. It is present almost everywhere. The spores remain inactive until there is a source of food (timber), a certain amount of moisture (around 20%), and air.
  2. Hyphae – Spores that land on moist timber will start to grow as hyphae. These fine white tendrils infiltrate the timber, breaking it down. These cobweb strands act as tubes extracting and transporting moisture, like roots, from the timber.
  3. Mycelium – As these hyphae grow, they combine together and become mycelium – a cotton-wool like substance (see below). Mycelium then starts to spread in search of new timber.
  4. Fruiting Body - When the fungus reaches the final stage, it fruits in a mushroom-like body. The centre of this body produces new spores (red in colour) that will become airborne and allow for the continued spread of the dry rot fungus.

Dry rot as mycelium can travel through various materials, including brickwork and masonry. This means it can spread throughout a property. In poorly ventilated conditions, dry rot can thrive. Once the dry rot fruits, it can then pump more spores into the area.

The symptoms of dry rot can include the following:
fine & fluffy white mycelium spreading across the wood. Brittle strands may develop amongst the mycelium
grey-whitish ‘skin’ tinged with yellow and lilac patches
mushroom-like fruiting body – soft, fleshy and looks like a pancake or a bracket – often orangey in colour, rust coloured in the centre, with wide pores
red dust from spreading spores, often found around fruiting bodies

Dry Rot in Wood
splitting and cracking of timber into small cubes
shrinking of the timber
dry, brittle, crumbly timber
darker timber
Signs of dry rot in flooring can be hard to see as it occurs under the floorboards. You may find that the floor feels bouncy, drops away from the skirting boards or floorboards may start to creak more.

Once you have identified the infected timbers, it is recommended that you cutback the timbers in-situ to at least 500mm beyond the last signs of fungal growth or hyphae strands.

You will then need to remove all fruiting bodies and visible spores. Clean all wall areas to remove surface growth including hyphae, mycelium and fruiting bodies. A stiff brush can be used on the walls if required.

You should replace the timber with pre-treated timber. All remaining sound timber new and old should then be liberally treated with a dual purpose dry rot treatment fluid. These specially formulated fungicides will kill dry rot and stop re-infestations, preventing any further outbreaks of the fungus.

You will also need to sterilise the masonry.

Cost: survey, repairs

61
Q

What are the usual sizes of floor and ceiling void in a new office building?
What does Grade A specification mean for an office?
What features would you expect to find in a Grade A specification office?
How do office Grade and Category differ?

A
62
Q

What is the normal floor loading for an office building?
How would this differ to an industrial / warehouse unit?

A

historically, UK office buildings have been designed and marketed with live loadings of 3.5–4.0 kN/m2

Industrial 30kN/m2 ???

63
Q

What is the difference between an easement and a wayleave?
How can you tell the existence of an easement/wayleave?

A

easements grant the owner of neighbouring land a right to make their property better or more convenient, such as a right of way or right of light

wayleaves are a right of way to transport minerals extracted from land over another’s land, or to lay pipes or cables over or under another’s land

64
Q

Where does surface water drain into?
How does this compare to foul water?

A

Surface water drainage occurs when rainwater falls on a property and drains away. Most rainwater falling on properties drains into public sewers owned by the ten water and sewerage companies in England and Wales. These companies are responsible for removing and processing this rainwater.

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 so that it can safely be released back into the environment.

The foul sewer carries used wastewater to a sewage works for treatment. The surface water sewer carries uncontaminated rainwater directly to a local river, stream or soak away.

Older properties often have combined drainage systems, meaning the surface water and foul water are collected in the same sewer.

65
Q

What is a deleterious/hazardous material?
Give an example of each.

A

Deleterious materials
-Damaging to buildings
-Degrade with age
- causing structural problems
Hazardous materials
-Harmful to occupants
-Either built into building or from land

Deleterious:
-High alumina cement concrete (HAC)
Used as an accelerator for quick setting of concrete.
-Three roof collapses 1970’s
-Large number of HAC buildings remain in the uk - all require monitoring

Mundic, which is a condition that occurs (especially in homes built from 1900 to 1960 in Cornwall and Devon) when structures deteriorate due to the oxidisation of unstable sulphides (often including pyrite) used in concrete. ???

Hazardous
Asbestos and Asbestos Containing Materials (ACM)
Lead and Lead Containing Materials (LCM)

66
Q

What precedent was set in the Downing v Henderson and Davies v Bridgend CBC cases?

A

Downing v Henderson
It is very clear that if a seller is not sure whether their property is or has been affected by Japanese Knotweed in the past, they should tick “Not Known” on the Property Information Form. A seller should only answer “No” if they are certain that there is no Japanese Knotweed on the property.
[There are three types of misrepresentation: fraudulent, negligent and innocent.
The most common type of is negligent misrepresentation. A claim for negligent misrepresentation is based on the Misrepresentation Act 1967 and arises where a statement is made by one contracting party to another carelessly or without reasonable grounds for believing its truth.
Surveyors can be sued in professional negligence if they failed to identify the presence of Japanese knotweed.]

Davies v Bridgend CBC
consequential residual diminution in value (being the loss in amenity) may lead you to recover damages.

[private nuisance is violation of real property rights from either
a) Physical damage to land,
b) Encroachment
c) Interference with the amenity of the land (right to use and enjoy)]

67
Q

Explain your understanding of the inspection principles established in McGlinn v Waltham Contractors.

A

Inspection obligations during the course of the works
(a) The frequency and duration of inspections should be tailored to the nature of the works going on at the site from time to time.
(b) Depending on the importance of the particular element or stage of the works, the inspecting professional can instruct the contractor not to cover up the relevant elements of the work until they have been inspected.
(c) The mere fact that defective work is carried out and covered up between inspections will not automatically amount to a defence to an alleged failure on the part of the Architect to carry out proper inspections.
(d) If the element of the work is important because it is going to be repeated throughout one significant part of the building, then the inspecting professional should ensure that he or she has seen that element of the work in the early course of construction/assembly so as to form a view as to the contractor’s ability to carry out that particular task.
(e) Reasonable examination of the works does not require the inspector to go into every matter in detail.
(f) The Architect does not guarantee that their inspection will reveal or prevent all defective work. It is not appropriate to judge an Architect’s performance by the result achieved.

if the fee doesn’t allow you to exercise the inspection role provided for within the agreement then don’t take on that duty.

What any professional needs to do when they are aware of issues is to follow the train of inquiry and satisfy themselves that they have had their concerns properly addressed.
Any concerns and how they are dealt with also need to be recorded in writing

68
Q

What precedent was set in the Ryb v Conways case regarding site notes?

A

collect appropriate evidence from each survey to back up findings (i.e. proper notes and effective photographs).

The surveyor was described in the judgement as being of the “old school”, relying on his significant experience but failing to keep up with the latest guidance and trends in property risk caused by knotweed. He received criticism from the judge for not taking any photographs or measurements to back up the findings of his survey and he only took relatively brief, hand-written notes that didn’t support his defence.

69
Q

How can you safely use a ladder during an inspection?
When would you not use a ladder?

A

low risk and short duration of use

As a guide, if your task would require staying up a leaning ladder or stepladder for more than 30 minutes at a time, it is recommended you use alternative equipment.

You should only use ladders in situations where they can be used safely, eg where the ladder will be level and stable, and can be secured (where it is reasonably practicable to do so).

To use a ladder, you must be competent - training, knowledge, experience

70
Q

Have you done a drive-by inspection? Why was this appropriate?

A
71
Q

Have you done a desktop valuation? Why was this appropriate?

A
72
Q

How would you adjust your comparable evidence if it was measured on a different basis to your subject property?

A

GIA:GEA 90%

NIA:GIA 95%

NIA:GEA 85%???

73
Q

How is lintel failure repaired?

A

Lintels are structural elements designed to support the load from above on openings such as windows and doors. Over time, general wear, tear and age can cause lintels to fail.

In order to repair wood or stone lintels, you’ll need to use helical bars. Helical bars are strong metal beams that reinforce your structure’s weight-bearing ability when your failing lintel cannot. They must be installed in slots inserted directly above the lintel in order to offset the weight.

Concrete/steel/wood lintel replacement £650 - £1,000 (plus scaffold for upper floors)

74
Q

What is the cause of cracking to bay windows?

A

In 1894 building regulations were revised so as to allow windows to stand proud from external walls. Previous regulations required windows to be flush with the wall. House-builders in the late Victorian and Edwardian eras took advantage of the new regulations and presented their windows in bays, which allow more light into the building. Bay windows proved popular, and continued to be incorporated in a large number of houses built in the 1920s, 1930s and beyond.

Where cracking appears around bay windows it is, as in all cases of cracking, a sign of some form of movement. Movement in buildings is common – indeed, all buildings undergo some movement, and in the majority of cases this movement will not adversely affect the building’s performance. Cracking often manifests along lines of natural weakness, such as door and window openings and, in the case of bay windows, at the junction between separate elements of construction.

The causes of movement are numerous. Many, such as thermal movement and initial settlement, are unlikely to be progressive and may require only minor remedial work, such mortar repair to ensure water-tightness. Other causes of movement, such as subsidence due to overloaded foundations, or severe changes in sub-soil moisture levels, will often require more extensive repair.

Bay window foundations are generally shallower than those of the main structure, as the load they are required to distribute (that of the bay) is not as heavy as the rest of the house. Indeed, many early examples were built on little if any foundations at all. Consequently bay windows tend to settle at a different rate to the main structure (called differential settlement) and are more prone to changes in climate and subsoil conditions. Where cracking occurs, it will often present at the junction of the bay and the external wall.

Where cracking is extensive and movement is progressive it will be necessary to identify and remedy the cause of the movement. Changes in subsoil conditions, such as increased moisture levels due to leaking drains, or decreased moisture levels due to trees and foliage, may be remedied by fixing drains, removing foliage and pollarding trees. This, in itself, may be sufficient to stop further movement. Where damage is severe and the foundations have failed entirely underpinning will be necessary.

75
Q

Who is responsible for boundary walls?

A
76
Q

What are different types of stone?

A
77
Q

What are different types of brick?

A
78
Q

What is a riser?

A

A vertical riser is anything that rises vertically in a building – most commonly referring to pipes, cables, ducts, and conduits. Vertical risers are typically designed to distribute building services, such as water and electricity, throughout all the floors in the building.

Dry riser: a system of valves and pipe work which enables the fire service to pump water onto upper floors of a building.
Wet riser: a system of valves and pipe work which is kept permanently charged with water, generally utilising pumps and tanks.

79
Q

What you would do if you were inspecting a vacant building that looked like it had been broken into?

A
80
Q

Difference between steel and concrete structures.

A
  1. Costs
    Structural steel: A large majority of all steel manufactured today comes from recycled materials. This recycling usage makes the material much cheaper when compared to other materials. Although the price of steel can fluctuate, it typically remains a cheaper option compared to reinforced concrete.
    Steel, while having a high lead time, is known for its fast erection on site. This can allow the building to be occupied sooner. In addition, reduced labour costs are possible through dryness of form in comparison with concrete.
    However, something that can add to the cost is that steel needs fire protection whereas within concrete this is inherent, i.e., it is already present. Prefabrication of steel also allows thin film intumescent coatings to be applied offsite.
    The construction of a steel framework is comparatively lightweight, as much as 60% lighter than a comparable reinforced concrete frame solution, which might allow for a less expensive foundation system. In addition, modification to the building can sometimes be facilitated by simple removal of a structural steel member.

Concrete: A large cost benefit is the fact that the price of concrete remains relatively consistent. On the other hand, concrete also requires ongoing maintenance and repairs, meaning added costs throughout its lifetime.
Even though concrete can be poured and worked directly onsite, the process to completion can be lengthy and can accrue higher labour costs. However, the use of precast concrete construction can also help to significantly reduce build time.

  1. Strength
    Structural steel: Structural steel is extremely strong, stiff, tough, and ductile. This makes it one of the leading materials used in commercial and industrial building construction.

Concrete: Concrete is a composite material consisting of cement, sand, gravel and water. It has a relatively high compressive strength, but lacks tensile strength. Concrete must be reinforced with steel rebar to increase a structure’s tensile capacity, ductility and elasticity.

  1. Fire Resistance
    Structural steel: Steel is inherently a non-combustible material. However, when heated to extreme temperatures, its strength can be significantly compromised. Therefore, steel must be covered in additional fire resistant materials to improve fire safety properties. Prefabrication of steel can allow a thin film of intumescent coating to be applied offsite.

Concrete: The composition of concrete makes it naturally fire resistant and thus in line with most building codes and regulations. When concrete is used for building construction, many of the other components used in construction are not fire resistant. Surveyors should adhere to all safety codes and Building Regulations during the construction process to prevent complications within the overall structure.

  1. Sustainability
    Both concrete and steel framed structures have environmental issues associated with their use, including high embodied energy in their manufacture.

Structural steel: Structural steel is nearly 100% recyclable. In fact, 90% of all structural steel used today is created from recycled steel. Due to its long lifespan, steel can be used and adapted multiple times with little to no compromise to its structural integrity. When manufactured, fabricated and treated properly, structural steel should have a minimal impact on the environment.

Concrete: The elements within concrete are naturally occurring. Concrete may also be crushed and used in future mixtures. This type of recycling can reduce the presence of concrete in landfill. In terms of the mixes, this is often waste materials such as Ground Granulated Blast-Furnace Slag (GGBS) and Pulverised Fuel Ash (PFA) that can be included within the mix.
However, there are some issues with recycled concrete such as moisture content and material variability, which could dictate that it is economically unviable.

  1. Versatility
    Structural steel: Steel is a flexible material that can be fabricated into a wide array of designs for various applications. The strength-to-weight ratio of steel is much higher when compared to other affordable building materials. Steel also offers many different aesthetic options that different materials, such as concrete, cannot compete with.

Concrete: Although concrete can be moulded into many different shapes, it does face some limitations when it comes to floor-to-floor construction heights and long, open spans.

  1. Corrosion
    Structural steel: Steel may corrode when it comes into contact with water. If left without proper care, this can affect the safety and security of a structure. Professionals should care for steel with processes such as water-resistant seals and paint care. Fire-resistant features can be included when water-resisting seals are applied.

Concrete: With proper construction and care, reinforced concrete is water resistant and should not corrode. However, it is important to note that steel reinforcement inside concrete structures should never be exposed. If exposed, the steel becomes compromised and can easily corrode, compromising the strength of the structure.

Comparisons in Practice
When you stack up the two materials side by side, you can see that steel tends to be the clear winner.
To make this clearer, let us take a look at a scenario: choosing between a concrete or steel framing solution for a commercial office building.
This is what we would look at and review:
1. Programme requirements, which may be a key consideration on a commercial building as typically steel is quicker to erect on site than concrete
2. Requirement for column free spaces within the office
3. Complexity of design, with steel providing greater flexibility
4. Aesthetics and client aspirations
5. Fire protecting requirements
6. Repetitiveness of design. This will have a large impact on the cost of temporary works, such as formwork
7. Market conditions and supply costs - with this, you should undertake a cost comparison
8. Height of the building
9. The mechanical and electrical services strategy
10. Technical performance requirements of the building, including office floor loads and fire protection
11. Site logistics, e.g. delivery of materials to site, on/ off site storage and plant restrictions
12. Foundation design, as this could vary the cost considerably

81
Q

How can buildings be designed to withstand earthquakes?

A

structures in earthquake-prone regions to use high-quality concrete reinforced with steel bars. Columns and beams must be distributed to effectively absorb the impact of earthquakes.

Construction safety requirements vary depending on a building’s use and its proximity to areas most at risk of earthquakes: from simple strengthening, to motion dampers throughout the building (which absorb energy), to placing the entire structure on top of a giant shock absorber to isolate it from the movement of the ground.

82
Q

What is an EWS1 form?

A

The external wall system (EWS) is made up of the outside wall of a residential building, including cladding, insulation, fire break systems, etc.
The EWS process, and resulting form, is a set way for a building owner to confirm that an external wall system on residential buildings has been assessed for safety by a suitable expert, in line with government guidance.
Each EWS1 form is valid for an entire block / building. Each block will require its own EWS1 form. It is valid for five years.
Its purpose is to ensure that a valuation can be provided for a mortgage or re-mortgage on a property which features an external wall cladding system of uncertain make up, something that has both safety implications and which may affect value if remediation is required due to the fire risk associated.
The process results in a signed EWS1 form per building, with two options/ outcomes:
Option A - External wall materials are unlikely to support combustion
Option B - Combustible materials are present in an external wall with sub options of either; B1 - fire risk is sufficiently low that no remedial works are required, or B2 fire risk is high enough that remedial works are required.

The EWS1 form assessment is to be carried out for valuation purposes only. It’s about the safety of different types of external wall systems used in residential buildings located across the United Kingdom and will determine whether or not remedial works are required, thereby affecting value. It is not designed to assess other fire safety features or risks and should never be used to determine the overall risk of fire to a building. It is not a life safety certificate.
‘Nil valuations’ is a technical term used in the process of valuing a property for mortgage lending purposes, where a valuer is unable to provide a value at that moment in time i.e. when the valuers’ inspection takes place due to insufficient information being available. Often a ‘nil valuation’ signals that the lender or valuer requires further information before a valuation can be made, rather than a property being unsellable.

If an external wall system requires remedial work then we would expect the valuer to take this into consideration in their valuation. Other measures in mitigation such as installation of a fire alarm may mean the cladding does not need remediation. A valuation will only be possible if there is clarity on cost of the work and a timeline for works to be completed. Lenders are unlikely to lend until remedial work has been completed, but some may choose to do so with retentions and the like based on their own risk appetite.
The EWS assessment is for the building owner to oversee, but the resulting report and EWS1 form should be available on request to all occupants in that block in the interests of transparency.

RICS welcomed the Secretary of State announcements in February 2021 and January 2022, on the additional funding for the removal of dangerous cladding in all qualifying residential properties over 11m. Upfront government funding is something RICS have long called for. However, leaseholders may still be required to contribute to the Government funded remediation, subject to caps, and clarity on the costs that will be incurred per flat will be required for a valuation to proceed.

83
Q

What is RICS guidance on cladding?

A

Guidance Note Valuation of Properties in Multi-Storey Multi-Occupancy Residential Buildings with Cladding (1st Edition), 2021
The Guidance Note primarily focussed on when EWS1 forms were required due to combustible cladding. Impact on value of recent Government remediation schemes and qualifying leaseholder protections.

RICS Professional Standard Valuation Approach for Properties in Multi-Storey Multi-Occupancy Residential Buildings with Cladding (1st Edition), 2022
The new Professional Standard sits alongside the existing Guidance Note and applies to valuations in England. It primarily relates to secured lending valuations, but can be adopted for valuations for alternative purposes.
Residential flats within blocks of 5+ storeys or 11m+ high.

Cladding is defined as ‘a method of enclosing a building externally by the attachment of finishing materials spanning between given points of support on the face of the building’.
This includes (as defined in Government guidance):
‘Aluminium composite material (ACM)
Brick slips
High pressure laminate (HPL)
Metal composite material (MCM)
Metal sheet panels
Rendered external wall insulation systems
Plastic tiling systems
Timber’

The guidance applies to buildings where cladding remediation work has been identified and funded and the lender is willing to lend.

84
Q
A

The most common service life guideline states that hard hat shells need to be replaced after no more than two years of regular use or five years from the date of manufacture—whichever comes first.