The paragraph in the letter that settles the job
It usually arrives as a paragraph and a half from a conservation officer, and it does not say no to anything you asked. It says the timber sliding sashes are an original feature contributing to the character of the building, that their replacement would require consent, and that consent for replacement is unlikely to be forthcoming. Somewhere in the same week there is a quote for twelve uPVC casements that is now waste paper, and an owner in a cold front bedroom who still has the problem they started with.
So the question stops being which windows to buy and becomes which operation to buy on the windows you have. There are four, they cost wildly different amounts, they solve different physics, and only one of them is likely to be refused. Finding out which openings leak in the first place, and turning a whole house of them into an order, is a different job and it belongs to the general draught-proofing guide; this page starts after that round has been walked and the answer has come back as sashes.
What consent actually forbids, and what it quietly permits
In England and Wales the control on a listed building comes from the Planning (Listed Buildings and Conservation Areas) Act 1990, and it bites on works affecting the building's special interest — which reaches the sashes themselves, inside and out, whatever the elevation. An unlisted house in a conservation area is a different regime: the interior is generally not controlled, but an Article 4 direction made under the Town and Country Planning (General Permitted Development) (England) Order 2015 can withdraw permitted development rights for window replacement on named elevations. That is why two houses in the same terrace can sit under completely different rules, and why the first phone call is to the local authority rather than to a joiner.
The North American equivalent runs through the Secretary of the Interior's Standards for the Treatment of Historic Properties, applied by local historic district commissions with their own guidelines on top. The federal guidance is unusually direct about windows: National Park Service Preservation Brief 9, The Repair of Historic Wooden Windows, treats repair as the expected outcome and replacement as the exception to be justified, and Preservation Brief 3, Improving Energy Efficiency in Historic Buildings, covers the upgrade side. Neither is a code you can be prosecuted under, but both are the document the commission will quote back at you.
What almost every one of these regimes permits, and several actively encourage, is reversible internal work that leaves the window untouched. That is the whole basis on which secondary glazing is treated more kindly than glazing changes, and it is why Historic England publishes a separate advice note on it. Building control is the other axis and a gentler one: Approved Document L, Volume 1 carries provisions for historic and traditional buildings that expect a sympathetic improvement rather than the U-value a replacement window would have to meet, and BS 7913, Guide to the conservation of historic buildings, is the standard that frames how the trade-off is supposed to be argued. None of that resolves into a number you can look up before the site visit.
| What you do | What happens to the original fabric | What usually decides it |
|---|---|---|
| Restore the shutters or hang lined curtains properly | Nothing touches the window at all | Whether the shutter boxes still hold their leaves; no consent involved |
| Overhaul: re-cord, re-weight, splice the cill and rail ends | Decayed timber cut out, everything sound retained | Conservation guidance favours this, so it is rarely the argument |
| Brush and blade seals routed into new beads | New parting and staff beads; the sashes themselves unmarked | A joinery detail, agreed with the officer rather than applied for |
| Secondary glazing on a subframe in the reveal | Reversible, fixed to plaster or lining, sash untouched | Where the subframe lands against the architrave and shutter boxes |
| Slim double-glazed units into the existing sashes | Rebates cut out, sash weight and balance permanently changed | Commonly the point at which listed building consent is refused |
| New sashes copying the original profile | Original joinery lost | Listed building consent, or a historic district review, on its merits |
A box sash counted as six sealing lines, not four
Take a traditional box sash apart in your head before measuring anything for it. Two sashes slide vertically in a box built up from a pulley stile, an inner lining and an outer lining, with a hollow pocket down each side carrying a cast iron or lead counterweight on a cord over a pulley wheel. The outer sash runs between the outer lining and the parting bead; the inner sash runs between the parting bead and the staff bead. Where they cross, the two meeting rails are usually splayed so that closing the catch pulls them together. Every one of those parts is a separate face that air crosses, and the sash itself is not where any seal goes — the beads carry it, which is why the retrofit is a bead replacement rather than a strip stuck to a window.
That anatomy wrecks the perimeter arithmetic that works on a door. On an opening of height H and width W, a door takes seal around one leaf: 2H + 2W. A box sash takes seal around two leaves, each about half the height but the full width, so the verticals are counted twice — 4 x (H/2) of stile, plus the head, the cill, and the meeting rail where the two sashes cross. Work it as two sashes and you get 2H + 4W. On a 1.5 m wide by 2.0 m tall opening, the door arithmetic says 7.0 m and the sash arithmetic says 10.0 m: forty per cent more seal on the same hole in the wall. That single error is why sash draught-proofing jobs run out of carrier two windows from the end.
The counting is generous by one window width where the system seals only one face of the meeting rail rather than both, and generous is the correct side to be wrong on for something sold in whole rolls and carrier lengths. What no amount of counting will fix is the pulley: it is a slot in the stile with a moving cord through it, opening into a box void that is often connected to the masonry behind, and no brush profile closes it. Blanking covers exist, and so does converting to spiral balances so the box can be closed and insulated, but that second one removes the weights and is a change to how the window works — a conservation decision, not a draught-proofing one.
The stack at a box sash with a secondary panel behind it
- Outer lining and weight pockets — the hollow box the counterweights swing in, usually open to the masonry behind and never closed by any seal on a rack
- Outer sash in the outer run — the upper sash, taking the weather first and reachable only from a ladder or by dropping it past the parting bead
- Parting and staff beads carrying the pile — the beads are what get replaced and routed, so the seal length is counted per sash rather than round the opening Weatherstripping Calculator
- Inner sash and its meeting rail — the sash that gets opened, and the rail joint that only closes properly once the catch pulls the two rails together
- Subframe bedded to the reveal — the secondary glazing's own frame, and the joint that has to be airtight to the room or the cavity behind it is useless Caulk & Sealant Calculator
- Secondary panel and the cavity it closes — an added still-air layer whose depth is chosen for heat or for noise, because the two want opposite dimensions Window Heat Loss Savings Calculator
Drive this at the sash, not at the opening: enter one sash's height and the full window width, then set the count to two per window. On a 2.0 m by 1.5 m opening that means 1.0 by 1.5 twice, and the answer comes back in whole rolls with the waste already carried.
The height of the door or window opening.
The width of the door or window opening.
How many identical openings you're sealing.
The length weatherstripping is sold in at your supplier.
Weatherstripping needed
3 x 10 ft rolls
- Weatherstripping needed (with waste)
- 20.9 linear ft
They open the calculator with your figures already in it
Weatherstripping Calculator: 3 x 10 ft rolls — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- Gap width is not part of this. The perimeter comes out the same whether the door closes on a hairline gap or one you can see daylight through, and gap width is what decides the profile and thickness you buy. Measure it at the head, at the latch and at the hinge, because a door that has dropped will give three different numbers.
- Door sweeps and thresholds are not sized here, and neither are kerf-in or screw-on seals, which are sold in door-length pieces rather than on a roll. The count treats the whole opening perimeter as roll material.
- Waste is a flat 10 percent on the total, not a cutting plan. It does not model the offcut left when a roll will not yield another full jamb length, corner overlaps or mitred returns, or a job that runs two strips on the same jamb.
- Every opening is treated as a plain rectangle of one size. Out-of-square or racked frames, arched and round-top heads, and the extra run at the meeting stile of a pair of doors are all outside the model.
- This is a materials take-off, not an air-leakage or energy figure. It does not estimate the infiltration you will remove or what it saves, and it is not a ventilation assessment: tightening a house that has atmospherically vented combustion appliances is work that has to be checked against those appliances.
Overhaul is the operation the seal depends on
A brush seal is friction, and a counterweighted sash is a balance with no tolerance for extra friction it was not built with. Pile on four faces of two sashes, plus a blade at the meeting rail, and a window that ran freely can end up refusing to stay where it is put — creeping down over an afternoon, or needing a shoulder to move. Rebalancing means adding lead into the weights, and the pocket is only so wide before a fatter weight fouls the parting bead. That is the actual sequence: repair, then rebalance, then seal, and a quote that offers seals without opening the box is quoting for the part of the job that shows.
Weight is also what kills the slim double-glazed unit option, quite separately from consent. Soda lime glass has a density of about 2,500 kg per cubic metre under BS EN 572-1, which is 2.5 kg per square metre for every millimetre of thickness. Four millimetre single glazing is therefore 10 kg per square metre; a slim 4-6-4 unit is 8 mm of glass at 20 kg per square metre, before the spacer and the edge seal. Reglazing a six-over-six sash with about a square metre of glass adds roughly 10 kg to that sash, which has to appear as 5 kg on each weight, in a pocket that may not have the room. The unit itself — spacer, cavity, gas fill and what is actually available in a shallow rebate — is the subject of the insulated glass unit guide rather than this one.
- Take the staff bead off first, then the inner sash, cutting the cords and immediately knotting them at the pulley so the weights cannot drop to the bottom of the box.
- Break the parting bead out rather than fighting it loose: it is being replaced with a routed one anyway, and levering hard on it splits the pulley stile.
- Open the pocket covers and weigh both weights before anything else changes, writing the figures inside the box in pencil — that is the only record of the balance you are about to alter.
- Strip paint from the rebates and the stile faces before measuring for any seal, because the gap the pile has to bridge is the gap after stripping, not the one you measured through eight coats.
- Splice or resin-repair the cill, the bottom rail ends and the foot of each stile first, since that is where the water stood and where every later fixing has to bite.
- Rout the new parting and staff beads on the machine, not in situ, and prime the routed groove before the carrier goes in.
- Re-cord in pairs with the sash dry-fitted, then hang and check that each sash stays put at the bottom, at mid height and near the top before the beads are pinned back.
Three interventions, three different physics
Draught-proofing changes air leakage and does not change the U-factor of the window by any amount worth measuring. Secondary glazing changes the U-factor and, incidentally, the air leakage. Reglazing changes the U-factor and nothing else. Occupants routinely expect the first to fix the second, and a room that has been perfectly sealed can still be unpleasant to sit in because the glass is running at a temperature that starts a convection loop down its face. Deciding what to buy means deciding which complaint you are answering.
The numbers, in the units the European literature uses: four millimetre single glazing calculates to roughly 5.7 W/m2K by the method in BS EN 673; single glazing with secondary glazing behind it is commonly reported in the region of 2.5 to 3.0 W/m2K depending on the cavity and on whether the secondary pane carries a low-emissivity coating; a slim double-glazed unit in the sash lands somewhere around 1.6 to 2.2 W/m2K depending on gas fill and coating. Those are ranges from published calculation methods and maker literature, not a specification, and the figure that goes into a submission is the one on the tested product.
The heat loss calculator below is written in the North American convention, which is a different unit for the same quantity: U-factor in Btu per hour per square foot per degree Fahrenheit, capped at 1.3. Divide a W/m2K figure by 5.678 before typing it. That puts bare single glazing at about 1.00, secondary glazing at about 0.48, and a slim unit at about 0.32 — all inside the range. Type 5.7 into the field and it will be rejected, which is the correct behaviour and a confusing one if you have never seen the imperial convention. Four sashes at 1.0 by 1.7 m is 6.8 m2 of window; going 1.00 to 0.48 across a 50 degF design difference comes out near 1,900 BTU per hour, about 0.56 kW off the design heat loss of that room. That is a rate on the coldest day, not an annual bill, and it says nothing at all about the draught.
Convert first: W/m2K divided by 5.678 gives the U-factor this field wants. Run it as 1.00 to 0.48 for secondary glazing over single, or 1.00 to 0.32 for a slim unit, and read the answer as a heat-loss rate at design conditions rather than as a saving.
The combined area of the windows being replaced.
Lower U-factor means better insulation — check the window's label or use a typical value for its type.
The U-factor of the replacement windows, from their NFRC label.
The typical indoor-to-outdoor temperature difference on a cold winter day.
Heat loss reduction
3,850 BTU/hr reduction
This estimates the heat-loss-rate reduction at design conditions, not a full seasonal energy cost — actual dollar savings also depend on your heating system's efficiency, fuel cost, and how many hours per year approach the design temperature difference.
- U-factor improvement
- 0.7 U
They open the calculator with your figures already in it
Window Heat Loss Savings Calculator: 3,850 BTU/hr reduction — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 3,850 BTU/hr reduction — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- Conduction only. Air moving through worn sash seals, failed hardware and the joint between frame and wall is often the larger share of what a draughty window costs in winter, and none of it is in this number — a replacement window renews all of it and gets no credit here.
- Solar heat gain is outside the model. A lower-U replacement commonly carries a lower SHGC as well, which cuts the free winter gain the old glass was admitting and pulls the net benefit below the figure shown; on a west or south elevation the same change is mostly a summer cooling story this calculation never counts.
- This is a heat loss RATE at one design condition, not an annual figure. There are no degree days, no boiler, furnace or heat pump efficiency, no fuel price and no allowance for how few hours a year actually approach the design temperature difference, so it cannot be multiplied out to a yearly saving or a payback. It is also not a room or dwelling heat loss calculation and not a compliance check against a fenestration U-factor limit.
- Both U-factors are taken as whole-window ratings covering the glass, the edge-of-glass band and the frame. Enter a centre-of-glass figure and the loss of both windows is understated. Nothing here accounts for how the unit is actually fitted either — thermal bridging at head, jamb and sill, and an unsealed or unfilled gap between frame and structural opening, all sit outside the rating.
- Nothing converts or checks the U-factor you type. The two fields are the North American IP convention, BTU per hour per square foot per degree Fahrenheit, so a product rated in W/m²K must be divided by 5.678 before it goes in — a raw EN figure entered anywhere below the field's maximum of 1.3 is accepted without complaint and produces an answer roughly 5.7 times too large.
Why the Georgian sash beats the Victorian one, until it does not
Here is the result that changes where the money goes. Timber is a better insulator than single glass — BS EN ISO 10077-1 tabulates frame transmittances by material and thickness, and a softwood sash frame sits nearer 2 W/m2K than the 3.5 the calculator opens at, which is a metal-frame default. Single glass is 5.7. So on an unmodified sash window, the glazing bars are the best-performing part of the assembly, and a six-over-six Georgian sash with roughly a third of its area in timber runs an area-weighted composite around 4.5 W/m2K, while a two-over-two Victorian plate sash of exactly the same size, with maybe fifteen per cent timber, runs closer to 5.2. The window with more joinery in it is the warmer window.
That ranking narrows the moment secondary glazing goes in. Bring the glass component to about 2.7 W/m2K and the same two windows land at roughly 2.5 and 2.6 — the bars have almost stopped mattering, because the glass is no longer the outlier. Which tells you where a glazing upgrade is worth most: on a plate-glass sash, where glass is eighty-five per cent of the area, and least on a heavily barred one, where a third of the opening was never the problem. Run the comparison twice, once with bare single glazing at 5.7 W/m2K and once in the improved state: the glass field takes both, and the arithmetic is the same area-weighted sum either way.
Change the frame default before you read anything: 3.5 W/m2K is a metal frame, and a softwood sash is nearer 2.0. Then put the glass and the timber areas in as you measured them, pane by pane, and the composite tells you how much of the window a glazing upgrade can actually reach.
The center-of-glass (or whole-glass) U-factor for the glazing component.
The total visible glass area in the window wall assembly.
The U-factor for the frame/mullion component, typically higher (less insulating) than glass.
The total opaque frame/mullion area in the window wall assembly.
Composite area-weighted U-factor
0.3769 BTU/(hr·ft²·°F)
They open the calculator with your figures already in it
Window Wall Area-Weighted U-Factor Calculator: 0.3769 BTU/(hr·ft²·°F) — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 0.3769 BTU/(hr·ft²·°F) — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- The assembly is split into two areas here, glass and frame, while the NFRC method the source names uses three: centre-of-glass, a 63.5 mm (2.5 in) edge-of-glass band where the spacer and sealant conduct around the perimeter of each lite, and frame. Entering a centre-of-glass U-factor across the whole glass area therefore averages that colder band in as though it were centre glass, and the composite lands lower — better — than the rated whole-window U-factor for the same product.
- Nothing checks that the glass area and the frame area actually tile the opening. Taking the frame area from the outside frame footprint while the glass area comes from the daylight opening double-counts the overlap and pushes the composite up; missing a mullion, a transom or a stack joint leaves that area out and pulls it down. Neither mistake raises an error, because the two figures are only ever used as weights against their own sum.
- Area weighting does not capture thermal bridging. The anchors, brackets and the slab-edge and head-and-sill details that tie a window wall back to the structure conduct around both of the areas entered here, and they are quantified by a linear psi-value or a two-dimensional thermal model rather than by an average of two U-factors.
- The output is a conduction rating, not a heat loss and not an energy performance figure. It is computed in W/m²K and restated as BTU/(hr·ft²·°F) when the page is set to US units, while the two U-factor boxes above stay in W/m²K whichever way that switch is set. Multiply it by the assembly area and the design temperature difference to get watts, and handle solar separately, since gain is governed by SHGC and shading — a low composite U-factor says nothing about overheating on a west elevation. Air leakage through the perimeter seal and the joint to the slab is outside the rating as well.
- An area-weighted average is a mean, and condensation is a local event. The sight line, the spacer and the frame itself all run colder than the composite figure implies, so an assembly that meets a U-factor target can still run wet at the glass edge; that question needs the manufacturer's condensation resistance figure or a thermal model of the actual profile.
Secondary glazing is joinery with a gap in it
Four decisions make the difference between a secondary glazing job that disappears and one that ruins a room. Where the subframe lands — against the sash box, back in the reveal, or on the face of the architrave. How it opens. How deep the cavity is. And what the panel is made of. Only the last of those is a shopping decision; the other three are setting-out, and they are settled by the reveal you have, the shutter boxes that may still be folded into it, and the curtain track somebody screwed into the soffit in 1970.
Cavity depth is where thermal and acoustic ambitions pull in opposite directions, and it is worth being blunt that you cannot have both from one drawing. Thermally, the resistance of a still air layer stops improving once the gap is deep enough for convection to start circulating in it — the calculation method in BS EN 673 shows the plateau, and it arrives in the teens of millimetres, so a deeper cavity buys nothing more. Acoustically the opposite holds: the mass-air-mass resonance of the double leaf falls as the cavity deepens, taking it below the frequencies traffic occupies, and maker literature and the tested figures — measured to BS EN ISO 10140-2 and rated to BS EN ISO 717-1 — put the useful range at a hundred millimetres and upward. A panel set tight against the sash is a heat answer. A frame set well back in the reveal is a noise answer. Choose which complaint you are being paid to fix.
It has to open, and for three separate reasons. The cavity faces attract dust and will need cleaning, which nobody does through a lift-out panel more than once. Summer ventilation through the sash has to survive. And where the window serves as an emergency escape opening — Approved Document B, Volume 1 in England, Section R310 of the International Residential Code in North America — a secondary panel that cannot be opened from inside without a tool has closed an escape route, which is the one failure on this page that is not merely expensive. Glazing in a critical location takes safety glass or an equivalent; Approved Document K covers impact in England, BS 6262-4 is the code of practice, Section R308 of the IRC is the North American counterpart, and BS 8213-1 covers safety while cleaning. On an upper floor a light acrylic panel on a hinged frame is often the better answer than glass on a lift-out one.
The subframe seal is the part that gets skimped and the part the whole assembly depends on. Bed the frame to the reveal on all four sides, sealed continuously, before the beads or stops go on. Old reveals are the awkward case here: friable lime plaster and chalky distemper give a sealant nothing to bond to, so rake back to something sound first. Watch the coverage assumption too — the tube figure in the calculator below is for a quarter-inch bead, and coverage falls with the square of the bead width, so a three-eighths bead pressed into a ragged reveal gets nearer eleven feet from a tube than twenty-five. That is not a rounding error; it is a doubling of the tube count on a house full of windows.
| Frame type | How it opens | Where it suits | What it costs you |
|---|---|---|---|
| Fixed lift-out panel | Comes out whole, on clips or magnets | A sash nobody opens: a stair light, a landing, a spare room | Somewhere to store the panel, and it will not be lifted for cleaning twice |
| Magnetic or clip-fixed acrylic sheet | Peels off the magnetic strip | Seasonal use, tight budgets, interiors where nothing may be screwed | Scratches easily, and it reads as a film rather than as joinery |
| Hinged casement in a subframe | Swings into the room | Deep reveals, and windows that genuinely get opened | Swing clearance against curtains, shutters and radiator tops |
| Horizontal slider | Two panes pass each other on a track | Wide Victorian sashes, and easy access to the cavity faces | A visible track, and only half the window open at once |
| Vertical slider matching the sash | Slides like the window it faces | Where the sash pattern has to read through from inside | The most expensive frame and the least forgiving setting-out |
The bead here is the subframe-to-reveal joint, so enter the finished reveal as the opening and count one per window. Then halve the coverage in your head if the reveal is rough enough to need a wider bead than the quarter-inch the tube figure assumes.
SettingsSettings for this calculation
The standard allowance most suppliers and estimating guides assume for ordinary work.
The height of the door or window opening being sealed.
The width of the door or window opening.
How many identical openings you're caulking.
Extra bead length on top of the openings' perimeter, for the sealant lost at the ends of tubes and in tooling.
Caulk tubes needed
1 tube
- Caulk bead length (with waste)
- 20.9 linear ft
They open the calculator with your figures already in it
Caulk & Sealant Calculator: 1 tube — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
What this calculation does not cover
- The whole estimate is locked to one figure — a 1/4 in (6 mm) bead at 25 linear ft (7.6 m) per 10.1 oz tube — and there is no field for gap width or joint depth, so the answer never moves when the joint does. Widening the bead to 3/8 in (9.5 mm) at the same depth uses about half as much caulk again per unit length, and a gap that is both wider and deeper can take more than double. Size the bead against the actual gap before ordering to this number.
- It measures the opening, not the bead path. The exterior bead runs around the outside of the casing where trim meets siding, which is longer than the opening perimeter by roughly eight times the casing width, and most exterior details also take a second bead on the inner edge where casing meets the frame. The waste allowance on the result, 10% as the page opens, does not stand in for either.
- The formula takes the full perimeter, 2 x (height + width), so it charges caulk along the bottom of every opening. Standard practice on many window and door details is to leave the sill joint and any weep openings deliberately open so water that gets behind the trim can drain out. If you follow that, the real bead is shorter than the figure here.
- Nothing here addresses the sealant itself: substrate compatibility, the movement the joint has to survive, whether a backer rod is needed to set depth and break the third-side bond, primer, or the temperature and surface-moisture limits printed on the cartridge. A correct tube count applied to a joint bonded on three sides still tears through its own middle.
- This is a material take-off, not an air-sealing assessment. It does not identify where the leaks are, and it is not a blower-door result or evidence of compliance with any air-leakage or energy-code requirement — trim caulk is one small part of a wall's air barrier.
The cavity has to be tighter on the room side than on the weather side
This is the rule that decides whether secondary glazing preserves a window or destroys it, and it is counter-intuitive if you have spent the week sealing things. The secondary panel must be more airtight than the sash in front of it. Get that order right and the cavity stays connected to outdoor air, sits near outdoor humidity, and any condensation forms where it has always formed — on the primary glass, running down to a cill built to shed it. Get it backwards, by sealing the sash to a high standard and leaving the secondary frame leaky, and warm moist room air is drawn into a cold cavity where it condenses on the back of the primary glass, in a place that neither drains nor dries, and rots the bottom rail from behind while the room looks fine. Historic England's advice note on secondary glazing makes the same point, and it is the reason a conservation officer asks about the secondary frame rather than about the seals.
So the sequencing on a window getting both is not maximum tightness everywhere. Bring the sash to a sensible standard with the beads and the pile, then put the real effort into the subframe joint. If the secondary frame you buy has drainage or breather slots in its outer face, they are there for this reason and must not be caulked shut. And expect to open the thing every spring: a cavity that cannot be reached is a cavity nobody inspects, and the first sign that the order got reversed is a bloom of condensation on the inside of the primary glass on a cold morning, which is a warning rather than a nuisance.
Ask the house how much of the leak the sashes actually own
Before any of this is bought, there is a question worth putting to the building rather than to a supplier. A house with twelve sashes may well have most of its air leakage in a suspended timber floor, three open flues, a loft hatch and the boxing round a soil stack. The windows get done first because they are visible and because they are what the occupant points at, and a great deal of money can buy an improvement in the low tens of a per cent while the floor goes on doing what it always did.
The measurement is a subtraction and any tester with a blower door can do it in an extra half hour. Test the house as found, to whichever procedure your tester works to — BS EN ISO 9972 and ASTM E1827 both describe the fan pressurisation method. Then tape polythene over every window opening and retest. Tape to the plaster line, not to the sash: the box void behind the pulley stile is part of what the window costs the house, and taping to the sash alone credits the window with a leak that no brush seal will ever close, which flatters the case for the work you are trying to justify. The difference between the two readings is the windows' share.
Put both readings through the same normalisation so they are comparable. A 110 m2 house with 2.6 m ceilings reading 2,400 CFM50 as found comes out at about 14.3 air changes per hour at fifty pascals; the same house taped, reading 2,050, comes out at about 12.2. Two air changes, roughly fifteen per cent of the total leakage, is what the windows own. Fifteen per cent is well worth having if the windows are also the comfort complaint and the noise complaint, and is poor value on its own if the floor has never been touched. What replaces the ventilation you remove — trickle vents kept open, extract that actually runs, and the requirements in Approved Document F or ANSI/ASHRAE Standard 62.2 — is the other half of that conversation, and the specific hazard of open-flued appliances in a house you have just tightened sits in the general draught-proofing guide, along with setting a target for the retest before the work begins.
Run it twice with the same floor area and ceiling height and only the CFM50 changing: once for the house as found, once with the windows taped. The gap between the two answers is the honest case for doing the windows at all.
The total conditioned (heated/cooled) floor area of the building.
The average ceiling height across the conditioned space.
The airflow reading from a blower door test at 50 Pascals of pressure difference.
ACH50 (air changes per hour at 50 Pa)
10.42 ACH50
Fairly leaky — typical of an older, un-air-sealed home; many energy codes target under 3-5 ACH50 for new construction.
- Building volume
- 8,640 ft³
They open the calculator with your figures already in it
Air Changes Per Hour (ACH50) Calculator: 10.42 ACH50 — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Add the equipment this sizes
This result is a specification — 10.42 ACH50 — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.
What this calculation does not cover
- ACH50 is leakage measured while a fan holds the building at 50 Pa, not the rate at which air actually changes in service. Real infiltration is a fraction of this figure and varies with wind, stack effect, exposure, shielding and building height, so this result is not a ventilation rate and not a number to feed straight into a heat-loss or plant-sizing calculation.
- The test behind the reading is run with trickle vents, extract terminals and other intentional openings closed or sealed, so a low result is not evidence the building is ventilated. A dwelling driven down towards the tight end without mechanical ventilation added at the same time has been sealed, not improved.
- The calculation divides whatever CFM50 you type; it does not check the reading. Temperature and wind correction on the day, a single-point reading versus a multi-point fit, pressurisation versus depressurisation, and how thoroughly the crew sealed intentional openings all move the flow figure, and none of them are visible here.
- Volume is taken as floor area times average ceiling height, and the fields only reach dwelling scale — a floor area above 1,000 m² (about 10,760 sq ft) or a ceiling above 6 m (about 20 ft) is replaced with the limit. Whether a conditioned basement, a room in the roof or the space between storeys belongs inside the tested volume is settled by the test protocol and by the two numbers you enter, so the ACH50 on a certificate for the same house can differ from this one.
- This is not a compliance check. It applies no code target, no climate zone and no certification scheme's pass mark, and it does not produce air permeability in m3/(h.m2) of envelope area, which is the figure a UK or European air-leakage test is judged against. The flow field is CFM only, so a certificate quoting m3/h at 50 Pa has to be converted before it goes in the box.
What gets booked, and in what order
The sequence is unforgiving in one place. Consent enquiry first, because it can remove an option before anyone measures. Then the joinery — overhaul, repairs, new beads routed and the seals in them — from someone who will show you a spliced cill they have done rather than describe one. Then decoration, because paint thickness changes the gap the pile is bridging and because nobody wants a brush painted over. Only then is the secondary glazing measured, to the finished reveal, after making good. Frames are made to size and are not adjustable; measuring them before the plaster is repaired is the single most expensive mistake available on this job, and it is made constantly because the secondary glazing quote is the one the owner wants earliest.
The honest end position is worth stating plainly, because it is not the one the marketing offers. A properly overhauled sash with routed seals and a well-fitted secondary panel behind it turns a cold, rattling, draughty window into a quiet and reasonably warm one, at a U-factor still roughly twice that of a modern replacement, in a house whose floor and chimneys are untouched. That is a good outcome and a partial one. It is also, in a conservation area, very often the only outcome available — which is why the arithmetic on this page is about choosing between real options rather than ranking them against a window you are not allowed to fit.
What the joiner and the secondary glazing maker both need off the same visit
Six measurements, taken once, at every window. Five of them are dimensions nobody takes on a normal draught-proofing round, and each one is a thing that has to be remeasured from a ladder if it is missing.
- Sash height and full window width, not the opening perimeter — A box sash has two leaves with their own stiles, so the verticals are counted twice. Measure one sash, and count two per window.
- The weight of both counterweights, written inside the box — The only record of the balance before new pile adds friction to four faces, and the number the joiner works back to when rebalancing.
- Glass thickness in every sash, pane by pane — At 2.5 kg per square metre per millimetre, thickness is sash weight, and it decides whether anything heavier can be hung at all.
- Reveal depth from the plaster face to the staff bead — The cavity you are allowed. It decides whether the secondary panel can be a heat answer, a traffic-noise answer, or a compromise.
- Perimeter of the finished reveal, measured after making good — The sealant line for the subframe and the dimension the frame is manufactured to. Taken before the plaster is repaired, it is taken again.
- Which windows are escape windows, and which have a trickle vent — Those two facts fix which frames have to open from inside without a tool, and which ventilation provision has to survive the work.
Opens the calculators above on one screen with the dimensions from this article already filled in. Quantities only — this site publishes no price list, because local prices vary too much to publish honestly.
