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RICS Assessment of Professional Competence (APC) Building Surveying Syllabus

The Building Surveying syllabus for RICS Assessment of Professional Competence (APC) in full: 4 chapters, 16 topics and 7 sub-topics, every one listed below, plus 52 Building Surveying flashcards with answers.

4Chapters
16Topics
7Sub-topics
52Flashcards

Building Surveying syllabus: all 4 chapters

Expand any chapter to see its topics and sub-topics.

  1. Building Pathology and Defects

    4 topics
    • Common building defects and their causes
      • Damp: rising, penetrating and condensation
      • Cracking, subsidence, heave and movement
    • Diagnosis, monitoring and remediation strategies
    • Timber decay, infestation and deleterious materials
      • Wet rot, dry rot and woodworm
    • Investigation techniques and instrumentation
  2. Construction Technology and Building Performance

    4 topics
    • Traditional and modern methods of construction
      • Foundations, walls, roofs and floors
      • Offsite and modular construction
    • Building fabric, thermal performance and moisture
    • Building services and energy efficiency
    • Retrofit, refurbishment and adaptation
  3. Inspection, Surveys and Reporting

    4 topics
    • Levels of survey and the RICS Home Survey Standard
      • Level 1, 2 and 3 surveys
    • Condition surveys and schedules of condition
    • Measured surveys and floor area measurement (IPMS)
    • Report writing, advice and risk limitation
  4. Maintenance, Repair and Project Delivery

    4 topics
    • Planned and reactive maintenance strategies
    • Specification writing and design of works
    • Contract administration of building works
    • Dilapidations and schedules of works
      • Quantified demands and the diminution cap

RICS Assessment of Professional Competence (APC) Building Surveying flashcards โ€” 52 questions with answers

  1. What are the three primary categories of building defect causes?

    Defects are generally caused by (1) design faults (poor detailing, inadequate specification), (2) faulty materials (substandard or incompatible products) and (3) poor workmanship/construction, with a fourth contributor being inadequate maintenance over the building's life.

  2. Define a 'building defect' in surveying terms.

    A defect is a failing or shortcoming in the function, performance, statutory or user requirements of a building element that may manifest as a fault, deterioration or non-compliance, often distinguished from a 'deficiency' (an inadequacy in design or specification).

  3. What is the difference between 'rising damp' and 'penetrating damp'?

    Rising damp is moisture drawn vertically up a wall from the ground by capillary action (usually due to a bridged, defective or absent DPC). Penetrating damp enters horizontally through the fabric (e.g. defective render, pointing, flashing or rainwater goods) typically driven by wind and rain.

  4. What is the typical maximum height of rising damp and why is it limited?

    Rising damp is usually limited to about 1 m (often 0.5โ€“1.0 m) above ground level, because the rate of evaporation from the wall surface eventually balances the rate of capillary rise, establishing an equilibrium height.

  5. List the three main forms of cracking by cause that a surveyor must distinguish.

    (1) Thermal/moisture movement cracking (reversible, seasonal), (2) settlement/subsidence/heave cracking (progressive, often diagonal/tapering) and (3) structural overloading or material failure cracking. Differentiation guides whether monitoring or intervention is needed.

  6. What is the BRE Digest 251 crack-width classification (categories of damage)?

    BRE Digest 251 classifies cracking in 0โ€“5 categories: 0 negligible (hairline <0.1 mm), 1 very slight (up to 1 mm), 2 slight (up to 5 mm), 3 moderate (5โ€“15 mm), 4 severe (15โ€“25 mm), 5 very severe (>25 mm). Categories 0โ€“2 are aesthetic, 3 affects serviceability, 4โ€“5 affect stability.

  7. Distinguish subsidence, heave and settlement.

    Settlement is downward movement under the building's own load (often early-life consolidation). Subsidence is downward ground movement unrelated to the building's load (e.g. clay shrinkage, leaking drains, trees). Heave is upward ground movement, e.g. clay swelling after tree removal or moisture increase.

  8. How can a surveyor distinguish a live (progressive) crack from a dormant one?

    By monitoring over time using telltales/crack-width gauges or studlam/Avongard markers, recording width, length and displacement against dates and temperature. Seasonal opening/closing suggests thermal/moisture movement; continuous widening suggests progressive structural movement.

  9. What is a 'telltale' and what does it measure?

    A telltale (e.g. Avongard) is a calibrated two-plate gauge fixed across a crack that displays relative movement in two axes (mm grid). It monitors whether a crack is live and the rate/direction of movement over a period of months.

  10. Name the three wood-boring beetles most significant in UK building timber.

    Common Furniture Beetle (Anobium punctatum), Death Watch Beetle (Xestobium rufovillosum, attacks damp hardwood/oak) and House Longhorn Beetle (Hylotrupes bajulus, attacks softwood sapwood, mainly SE England).

  11. What distinguishes wet rot from dry rot?

    Dry rot (Serpula lacrymans) needs ~20โ€“30% timber moisture, can spread through masonry via mycelium/rhizomorphs, shows cuboidal cracking and a rusty-red spore dust; it is far more destructive. Wet rot (e.g. Coniophora puteana) needs higher moisture (~50%+), is confined to the wet timber, darkens the wood and does not spread through masonry.

  12. What moisture content range allows dry rot (Serpula lacrymans) to thrive?

    Dry rot germinates and develops where timber moisture content exceeds roughly 20%, thriving best at around 20โ€“30%; below ~20% activity ceases, which is why drying out the source is fundamental to treatment.

  13. What is the recommended treatment approach for an active dry rot outbreak?

    Locate and eliminate the moisture source, promote rapid drying and ventilation, remove decayed timber plus a margin of sound timber (typically 300โ€“450 mm beyond visible attack), isolate/treat adjacent masonry, and replace with treated timber and barriers. Eliminating moisture is the priority over chemical treatment.

  14. Name four common deleterious materials encountered in building surveys.

    Asbestos (ACMs), high alumina cement (HAC), calcium chloride accelerators, woodwool slabs, sea-dredged aggregates, lead (paint/pipes), and brick slips/mundic. Each carries health, durability or structural-failure risks.

  15. What is the difference between deleterious and hazardous materials?

    Deleterious materials cause harm to the building (failure, degradation, e.g. HAC, calcium chloride). Hazardous materials cause harm to people/health (e.g. asbestos, lead). Some materials, like asbestos, are both.

  16. What are the three main categories of asbestos-containing materials by risk?

    Broadly: high risk (sprayed coatings, lagging, insulating board - friable, easily release fibres), medium risk (asbestos insulating board, AIB) and lower risk (asbestos cement, textured coatings/Artex, vinyl tiles - fibres bound in matrix). Friability determines fibre-release risk.

  17. What instrument measures the moisture content of timber and how does it work?

    An electrical resistance (conductance) moisture meter, using two pin electrodes; it measures electrical resistance which falls as moisture rises, giving %MC for timber. On masonry it reads relative dampness only (qualitative), as soluble salts and conductive materials distort readings.

  18. What is an endoscope/borescope used for in building investigation?

    A borescope/endoscope is inserted through a small drilled hole to inspect concealed cavities โ€” wall cavities (to check ties, insulation, debris), voids and behind finishes โ€” providing visual inspection without major opening up.

  19. What is a Carbide (Speedy) moisture test and what advantage does it offer?

    The calcium carbide ('Speedy') test takes a drilled sample of material, mixes it with calcium carbide reagent in a sealed vessel; the pressure of acetylene gas produced gives the true gravimetric moisture content. Its advantage is a quantitative %MC reading unaffected by surface salts, unlike a resistance meter.

  20. Name three non-destructive investigation techniques for concrete condition.

    Rebound (Schmidt) hammer for surface hardness/strength, covermeter/rebar locator for reinforcement depth and location, and half-cell potential or carbonation (phenolphthalein) testing to assess corrosion risk. Ultrasonic pulse velocity (UPV) is also used for integrity.

Show the other 32 Building Surveying flashcards
  1. What is a thermographic (IR) survey used to detect in buildings?

    Infrared thermography detects surface temperature differences to reveal heat loss, missing/displaced insulation, thermal bridging, air leakage paths, damp areas, and concealed features (e.g. blocked-up openings, underfloor heating runs).

  2. Compare traditional and modern methods of construction (MMC).

    Traditional construction is predominantly in-situ/wet trades, load-bearing masonry, built on site over longer periods. MMC uses off-site/factory manufacture (volumetric modules, panelised systems, SIPs, light-gauge steel) for speed, quality control, reduced waste and labour, but with transport, tolerance and warranty/lending considerations.

  3. What is the difference between solid wall and cavity wall construction (and approximate transition date)?

    Solid walls (typically 9-inch/225 mm brick, pre-c.1920s) have no air gap and are prone to penetrating damp and high heat loss. Cavity walls (two leaves separated by a ~50 mm air gap with wall ties, common from the 1920sโ€“30s onward) resist penetrating damp and can be insulated.

  4. Define a 'thermal bridge' (cold bridge) and its consequences.

    A thermal bridge is a localised area of the fabric with significantly higher thermal conductivity than surroundings (e.g. concrete lintel, steel, junctions), creating a path of greater heat loss, lower internal surface temperature, and increased risk of condensation and mould at that point.

  5. State the formula for thermal transmittance (U-value) in terms of total thermal resistance.

    $$U = \frac{1}{R_{T}}$$ where $R_{T}$ is the total thermal resistance of the element ($\mathrm{m^{2}K/W}$), so the U-value is expressed in $\mathrm{W/m^{2}K}$. A lower U-value means better insulation.

  6. How is the total thermal resistance of a construction element calculated?

    $$R_{T} = R_{si} + \sum \frac{d_{n}}{\lambda_{n}} + R_{a} + R_{se}$$ summing the internal surface resistance, each layer's resistance (thickness $d$ divided by conductivity $\lambda$), any air gap resistance and the external surface resistance.

  7. Define thermal conductivity ($\lambda$) and its units.

    Thermal conductivity ($\lambda$, lambda) is a material property describing the rate of heat conduction through it, measured in $\mathrm{W/mK}$. A lower $\lambda$-value indicates a better insulator; it is divided by thickness to obtain a layer's thermal resistance.

  8. What is interstitial condensation and how does it differ from surface condensation?

    Surface condensation forms on the visible internal surface when it falls below dew point. Interstitial condensation forms within the construction when warm moist air diffuses through and reaches dew point at a cold layer; it is hidden and can cause concealed decay/corrosion. A vapour control layer on the warm side helps prevent it.

  9. What is the role of a vapour control layer (VCL) and where is it positioned?

    A VCL resists the diffusion of water vapour into the construction to prevent interstitial condensation. It is positioned on the warm (internal) side of the insulation, so the dew point is not reached within vulnerable layers.

  10. Name the principal renewable/low-carbon technologies used to improve building energy efficiency.

    Air-source and ground-source heat pumps, solar photovoltaic (PV) panels, solar thermal collectors, biomass boilers, mechanical ventilation with heat recovery (MVHR), and battery storage. Heat pumps and PV are central to low-carbon retrofit.

  11. What is the Coefficient of Performance (CoP) of a heat pump?

    $$\mathrm{CoP} = \frac{\text{useful heat output}}{\text{electrical energy input}}$$ A CoP of 3 to 4 means 3โ€“4 units of heat are delivered per unit of electricity. The seasonal equivalent is the SCoP/SPF (Seasonal Performance Factor).

  12. What is the 'fabric first' approach in retrofit?

    A fabric-first strategy prioritises reducing energy demand by improving the building envelope (insulation, airtightness, glazing, eliminating thermal bridges) before adding services or renewable technologies, maximising efficiency and minimising plant size.

  13. What standard governs responsible whole-house retrofit in the UK, and name its key roles?

    PAS 2035 (with PAS 2030 for installation) governs whole-house domestic retrofit. Key roles include the Retrofit Coordinator, Retrofit Assessor, Retrofit Designer, Retrofit Installer and Retrofit Evaluator, ensuring a whole-building, risk-managed approach.

  14. What is the difference between refurbishment, retrofit, adaptation and conservation?

    Refurbishment renews/upgrades a building to a good condition; retrofit specifically adds/upgrades elements (commonly energy efficiency) to an existing building; adaptation alters a building for a new use or to meet changing needs (e.g. accessibility, change of use); conservation preserves/repairs heritage fabric retaining significance.

  15. What are the three survey levels in the RICS Home Survey Standard (2019/2021)?

    Level 1 (Condition Report โ€” basic, condition ratings, no advice/valuation), Level 2 (HomeBuyer โ€” Survey, optionally with Valuation โ€” visible/accessible elements with advice and repairs), and Level 3 (Building Survey โ€” most comprehensive, investigates fabric, defects, causes and remedies).

  16. What condition rating system does the RICS Home Survey Standard use?

    A traffic-light condition rating: Condition Rating 1 (green โ€” no repair currently needed), Condition Rating 2 (amber โ€” defects needing attention but not serious/urgent), and Condition Rating 3 (red โ€” defects that are serious and/or need urgent repair, investigation or replacement). NI = not inspected.

  17. What is a Schedule of Condition and when is it used?

    A Schedule of Condition is a factual record (written and photographic) of a building's condition at a specific point in time. It is commonly attached to a lease to limit a tenant's repairing liability, or prepared before adjacent works (e.g. party wall, construction) to evidence pre-existing condition.

  18. How does a Schedule of Condition differ from a Schedule of Dilapidations?

    A Schedule of Condition records existing condition factually at a point in time (often baseline for limiting liability). A Schedule of Dilapidations lists breaches of lease covenants (repair, reinstatement, decoration) typically served by a landlord on a tenant, with required remedial works and/or a damages claim.

  19. What does IPMS stand for and what is its purpose?

    International Property Measurement Standards โ€” a globally consistent set of measurement standards for property area, removing ambiguity between national methods. Separate standards exist for Office, Residential, Industrial, Retail and All Buildings, improving transparency and comparability.

  20. Distinguish Gross Internal Area (GIA), Net Internal Area (NIA) and Gross External Area (GEA).

    GEA is the area measured to the external face of perimeter walls. GIA is the area within the internal face of perimeter walls (including internal walls, columns, stairs). NIA is the usable lettable floor area, excluding common parts, structural walls, columns, stairs, WCs and plant โ€” i.e. GIA less non-usable areas.

  21. What does IPMS 1, IPMS 2 and IPMS 3 broadly correspond to for offices?

    IPMS 1 measures to the outer perimeter (broadly like GEA, for planning/cost). IPMS 2 measures internally with component areas broken down (broadly like GIA). IPMS 3 is the occupation/exclusive area for tenancy purposes (broadly comparable to NIA but measured to the internal dominant face).

  22. What is the 'internal dominant face' (IDF) in IPMS measurement?

    The IDF is the inner surface comprising more than 50% of the floor-to-ceiling height of a wall section. Measurement under IPMS 3 is taken to the IDF; where a wall section is less than 50% covered (e.g. mostly glazing), measurement is to the wall finish surface.

  23. What are the key principles a surveyor should follow when writing a survey report (risk limitation)?

    Be clear, objective and unambiguous; report facts then opinion; state the scope, limitations and assumptions; recommend further/specialist investigation where needed ('caveat'); avoid speculation; use plain language; and ensure advice is within competence โ€” supporting professional indemnity (PI) risk management.

  24. What is a 'caveat' or 'recommendation for further investigation' and why is it important?

    It is a written reservation advising that an element could not be fully assessed (e.g. concealed, no access) and that specialist or opening-up investigation is recommended. It manages the surveyor's liability by flagging uncertainty rather than giving an unqualified opinion on something not fully inspected.

  25. Differentiate planned (preventive) maintenance from reactive (responsive) maintenance.

    Planned/preventive maintenance is scheduled work carried out at predetermined intervals or to a condition-based plan to keep elements serviceable and prevent failure. Reactive maintenance responds to faults/breakdowns after they occur; it is typically more disruptive and costly per incident and risks consequential damage.

  26. What is a Planned Preventative Maintenance (PPM) plan and over what period is it usually prepared?

    A PPM plan is a programmed schedule of maintenance and replacement works, cyclical and lifecycle-based, prioritised by condition and risk. It is commonly prepared over a 5, 10, 20 or 25/30-year horizon with costed forecasts to allow budgeting and sinking-fund provision.

  27. What are the essential components of a good specification for works?

    A clear scope/description of the works, performance and/or prescriptive requirements, materials and standards (referencing British/EN standards), workmanship and quality standards, applicable regulations, and inspection/testing requirements โ€” written to be unambiguous and enforceable under the contract.

  28. Distinguish a prescriptive specification from a performance specification.

    A prescriptive (descriptive) specification states exactly what materials, products and methods must be used (control over outcome, less contractor flexibility). A performance specification states the required end result/performance criteria and leaves the means to the contractor (more design responsibility passes to the contractor, more innovation possible).

  29. Name three common JCT contract forms used for building/refurbishment works.

    JCT Minor Works Building Contract (MW, for simpler/lower-value works), JCT Intermediate Building Contract (IC/ICD), and JCT Standard Building Contract (SBC, for larger/complex projects). The JCT Design and Build (D&B) form is used where the contractor takes design responsibility.

  30. What are the principal duties of a Contract Administrator (CA) during building works?

    Administering the contract impartially: issuing instructions and information, valuing and certifying interim payments, assessing variations and extensions of time, inspecting/monitoring progress and quality, certifying practical completion, and issuing the final certificate โ€” acting fairly between employer and contractor.

  31. What is the difference between a terminal and an interim schedule of dilapidations?

    An interim schedule is served during the lease term to require the tenant to remedy breaches of repairing covenants while the lease continues. A terminal schedule is served at or near lease expiry, listing all outstanding breaches with the cost of remedial works/damages sought at the end of the term.

  32. What is the effect of Section 18(1) of the Landlord and Tenant Act 1927 on dilapidations claims?

    Section 18(1) caps the landlord's damages for disrepair at the amount by which the value of the reversion (freehold) has diminished due to the breach โ€” the 'diminution in value' cap โ€” and bars any claim where the premises are to be demolished or structurally altered, rendering repair valueless.

RICS Assessment of Professional Competence (APC) Building Surveying FAQ

What is in the RICS Assessment of Professional Competence (APC) Building Surveying syllabus?

RICS Assessment of Professional Competence (APC) Building Surveying is split into 4 chapters: Building Pathology and Defects, Construction Technology and Building Performance, Inspection, Surveys and Reporting and Maintenance, Repair and Project Delivery. Together they contain 16 topics and 7 sub-topics.

How many chapters are in RICS Assessment of Professional Competence (APC) Building Surveying?

4 chapters, containing 16 topics and 7 sub-topics. The largest chapter is Building Pathology and Defects, with 4 topics.

Are there flashcards for RICS Assessment of Professional Competence (APC) Building Surveying?

Yes โ€” a 52-card Building Surveying deck, printed in full in the flashcards section of this page and available in the Examius app with spaced repetition. The free plan covers one exam of your choice, including its flashcards; Examius Pro, a one-time purchase, unlocks every other exam and deck.