Roofing

Replacing Fascia, Soffit and Bargeboard

Capping over a tired fascia and stripping it back to the rafter feet buy the same frontage and commit you to very different buildings.
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The Word That Separates the Two Prices

Somewhere in the middle of the cheaper quote there is a verb. Overclad. Cap. Wrap. Encapsulate. It means the existing timber stays on the building and a plastic profile is pinned over the front of it, usually alongside a phrase about the new material being maintenance-free — true of the plastic, and silent about the wood behind it. The dearer quote says strip, or remove and renew, and carries a line for waste. The frontage is identical, the colour when it is finished is identical, and what differs is whether anybody looks at the ends of the rafters.

That matters because a domestic fascia is not trim. It is the fixing point for the gutter, which on a wet winter morning holds a load nobody weighs and in a freeze holds considerably more; it sets the kick of the eaves course and holds the lower edge of the covering off the batten; and on most houses it is the only thing that has kept weather off the last hand-span of every rafter for thirty or forty years, a job it has done by taking the water itself. When a fascia is soft, the question is never whether to replace the fascia. It is what the fascia has been protecting, and how much of that is left.

Nobody can answer that from the drive, the installer quoting from it included. But a surprising amount can be established before anybody commits, and the parts that genuinely cannot be established can be written into the contract as a rate rather than met as a surprise. What follows is the order in which the evidence becomes available, which is also the order in which the two prices stop being comparable.

What comes off an eaves, and in what order

One eaves in section, taken apart the way a crew takes it: the gutter on its brackets first, then the fascia standing at the rafter ends, then the soffit spanning back to the wall, then the ventilation path and the underlay carrier lying over the tails, leaving the rafter foot bearing on the wall plate.
  1. Gutter and brackets — comes off in both scopes, which is why the marginal cost of renewing it is the material and nothing else Gutter Calculator
  2. Fascia board — carries the gutter, sets the eaves kick and has been the sacrificial layer over the rafter ends for the life of the roof Fascia Board Calculator
  3. Soffit — spans wall face to fascia, and its width is the only dimension that decides how much vented product will fit Soffit Panel Calculator
  4. Ventilation path and underlay carrier — the tray or drip edge that lands the underlay in the gutter, plus whatever intake opening exists behind the soffit Attic and Loft Ventilation Calculator (Intake, Exhaust and Vent Count)
  5. Rafter foot and wall plate — the timber the whole eaves hangs on, visible for about a day per roof and never afterwards under a capped board Roof Overhang Tail Length Calculator

Two Jobs Wearing the Same Materials List

Set the two scopes against each other line by line and the material content barely moves: both price white board along the same frontage, soffit across the same overhang, and the gutter down and back up. Labour diverges a little, disposal diverges a lot, and what genuinely diverges is the information the building hands over during the work — which appears on neither quote, because information is not a line item.

One asymmetry is what makes the cheaper price cheaper: a capping quote has priced the certainty of not looking. If the tails are sound, the capper is right and has saved the client a strip-out. If they are not, the capper has sealed damp decaying timber inside a vapour-tight jacket, hung a gutter off it, and moved the discovery date forward by nobody knows how long. That is not a criticism of every capping job; it is a description of the bet, and the bet is the client's to take rather than the installer's to make quietly.

The second asymmetry is geometric and almost never mentioned. A capping profile plus the packing needed to bring a wavy old board into one plane pushes the face of the fascia outward, typically by ten to twenty millimetres, and the bracket line goes with it. On a tiled roof the eaves course was set to discharge into the trough; move the trough out and the tile edge sits closer to the back of the gutter, and on a shallow overhang it can end up discharging behind it. BS 5534, Slating and tiling for pitched roofs and vertical cladding, treats the relationship between the eaves course and the gutter as part of the detail rather than an accident of installation, so it earns a string line before the first profile goes up instead of a callback about water tracking down the wall.

The same frontage priced two ways, and what each column buys
LineCapping overStrip and renew
Board quantitySame run in capping profile, plus packers where the old board is out of planeSame run in full-section board, plus soffit bearer or back rail
Rafter feetNot seen, not priced, not correctedSeen on the first morning, corrected as work found
Old timber and its moistureStays on the building, now behind a vapour-tight faceOff the building, with its coatings, into controlled waste
GutterOff and back on, one bracket line further outOff and back on, at the original projection
Eaves ventilationWhatever exists stays exactly as it is, good or blockedOpenable, blockable, or fixed properly for the first time
Next honest inspectionDestructive — the capping has to come offVisual, from a ladder, in daylight
Waste duty and asbestos riskLargely avoided, because nothing is removedReal, and it belongs in the price rather than in a phone call
The same frontage priced two ways, and what each column buys

What the Ground and the Loft Give You for Nothing

Before either quote is accepted there is an inspection that costs a ladder, a torch and an hour, and it settles most cases. Start with the paint, because a timber fascia fails in a pattern: coatings crack and lift where water has been sitting behind them, and the giveaway is not general weathering across the run but local blistering under a gutter joint, at a stop end, below an outlet, or in the last metre before a valley discharges. A fascia that has lost its paint uniformly across three elevations has been neglected; one with three clean-edged blisters in twenty metres has been leaking at three known points for years, and those are the points where the board behind will be soft.

Then look up. Staining on the soffit, a board bowed between fixings, moss along the top back edge of the fascia where the underlay stops short, a green tide mark on the wall under a gutter joint: each is a water route, and each has been depositing on the same fifty millimetres of rafter for a decade. Grilles painted shut or packed with nest material say something else, which the roof will present as a bill in a different winter.

The loft usually decides it. Go up on a bright day, turn the light off and look along the eaves — in a cut roof you can often see and reach the last three or four hundred millimetres of the tails. Feel for damp under the sarking, look for black staining on rafter sides near the plate, and check whether the underlay is carried over a tray into the gutter or stops short and has been shedding onto the wall plate for the life of the roof. That last defect is the commonest reason rafter feet rot, and it is visible from inside without touching anything. Note whether the roof is cut or trussed while you are there.

  1. Photograph each elevation at full zoom, then walk it for local paint blistering rather than general weathering.
  2. Look along the soffit line for bowing, staining and grilles painted or packed shut.
  3. Check the wall below every gutter joint, outlet and stop end for a persistent tide mark.
  4. From the loft with the light off, look for daylight along the eaves and black staining on rafter sides near the plate.
  5. Establish whether the underlay reaches the gutter or stops short over the wall plate.
  6. Record whether the roof is cut or trussed, and whether the fascia is what carries the gutter.
  7. Give both bidders the same photographs, so the two quotes answer one description of the building.

Probing the Rafter Feet

Once a board is off, the test takes a bradawl and about four seconds per rafter. Push it into the end grain and into the top of the tail with firm hand pressure: sound seasoned softwood resists past two or three millimetres and the point has to be worked in, while decayed timber takes the awl to the handle with the resistance of cork. A screwdriver is the wrong tool because it only tells you the surface is soft; an awl tells you how deep the softness goes. Probe the last hundred and fifty millimetres, the top edge where the underlay has been dripping, and the point where the tail crosses the wall plate.

Read the pattern rather than counting failures. Decay following a known water route — under a gutter joint, below a valley outlet, at a stop end — is localised, and localised decay in a cut roof is a repair. Decay spread evenly along a whole elevation means the underlay detail is wrong along that whole elevation, and replacing the boards without correcting it resets the clock on the same failure. If you find white or grey strands running across masonry, or a fleshy fruiting body, stop calling it a fascia job: true dry rot travels through the fabric and needs identifying by somebody qualified to identify it.

Check the wall plate under the soft tails, not just the tails. It is what the roof bears on, it sits on the inner leaf where it is easy to wet and hard to see, and it cannot be spliced from a ladder in an afternoon. A soft one turns this into a structural repair with propping, and the honest response is to stop rather than nail a new board over it and quote for scaffolding later.

Trussed roofs need naming separately because the geometry misleads. The projecting tail is a member of a metal plate connected truss, so cutting, notching or sistering it modifies an engineered component. ANSI/TPI 1, the National Design Standard for Metal Plate Connected Wood Truss Construction, and the SBCA and TPI Building Component Safety Information guidance both put alterations to a truss with the truss designer rather than with whoever is on the scaffold. A rotten tail on a truss is therefore a design query with a lead time, and the quote that assumed a morning's carpentry has already lost its programme. Where the tails are sound and the boards are simply tired, say so: overcladding sound timber is a legitimate cosmetic decision, and pretending otherwise to justify a strip-out is as dishonest as capping a rotten eaves.

Measuring the Run Both Quotes Should Be Pricing

Two prices for the same house are frequently two prices for two different lengths of building. Fascia follows the eaves and bargeboard follows the rakes, and one bidder has measured both while the other measured what they could see from the front garden. Walk the perimeter with a wheel or a long tape, take the eaves runs and the rake runs as separate totals, and add the returns — the short lengths that wrap a gable end, box out at a hip, or run back at a porch. Returns are individually trivial and collectively a board.

Depth is a specification, not a preference, set by the rafter end plus whatever tilt the covering needs at the eaves rather than by what looks proportionate from the pavement. A board too shallow for the tail leaves the top of the rafter exposed, which is exactly the surface the old board died protecting. Where the depth exceeds the widest stock section in the chosen material, the answer is a deeper section or a separate top capping, not two boards butted with the joint left to the paint.

Joints belong on rafters. A scarf or joint trim landing mid-bay has nothing behind it, so it flexes every time somebody leans a ladder on the gutter, and it opens. Setting the joints out against the rafter centres before ordering usually changes which stock lengths you want.

Run the eaves and the rake totals through this separately and compare the board count against what each quote allowed — the ten per cent it carries covers cuts and scarfs on straight runs, not the returns, the corner boxes or a second board where the tail is deeper than stock.

SettingsSettings for this calculation
Who is doing the work?

The standard allowance most suppliers and estimating guides assume for ordinary work.

The total length of roofline needing fascia.

The length fascia board is sold in at your supplier.

Extra length for the scarf where two boards meet and the mitres at external corners.

Fascia boards needed

5 x 12 ft boards

High confidence

Fascia length follows the eaves and rake, but the board's depth is set by the rafter it covers and by the gutter it has to carry — and it is the gutter fixing, not the appearance, that governs the section.

Eave length (with waste)
53.9 linear ft

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.

49 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • Excludes soffit, bargeboard, ventilation strip and the fixings, all of which are separate items on related but different lengths.
  • Does not check the condition of the rafter ends behind. Replacing fascia on a roof with decayed rafter feet is a structural repair, and it is only discovered once the old board is off.
  • Where the fascia carries the gutter, its fixing into sound timber matters more than the board material — a plastic fascia over rotten tails carries nothing.

Overhang Width, and the Half of It That Has to Breathe

Soffit is measured wall face to the outer face of the fascia, and that second reference moves if the fascia is capped rather than replaced. It is a small dimension that matters twice: it is the multiplier on the soffit quantity, and it is the total width available to fit vented product into. A four hundred millimetre overhang takes a vented board with room to spare; a hundred and fifty millimetre overhang with a bearer at the back and a lip at the front leaves very little openable width, and that constraint picks the product before anybody discusses airflow.

The intake opening you end up with is the one the building lives with, because this is the only day it is accessible. Net free area is a figure the manufacturer publishes for a product and it bears no relation to the size of the hole cut behind it — a continuous vent strip fitted over a solid unslotted board, with no opening cut behind it, is a common and completely invisible defect. How much intake the roof needs, and how it balances against what exhausts at the ridge, is settled in the guide on balancing roof ventilation rather than restated here; what belongs to this job is that the answer becomes permanent the moment the soffit goes back up. Where the overhang is too shallow, an over-fascia vent takes the air in at the top of the board instead — a different product with a different net free area, needing the top edge set to suit it, which is why ventilation gets settled before board depth is ordered.

Fixing the soffit is where cheap work shows first. It needs bearing at both edges: a rail or rebate at the wall, a lip or groove at the fascia. Boards run in on a bead of mastic at the wall drop, and they drop in a wave visible from the far side of the road. Where the wall end has no timber to fix to, that bearer is a line on the quote, and its absence is the difference between two prices that otherwise look alike.

Measure the overhang to the outer face of the fascia the job will actually leave behind — a capped board sits proud of the original — and check the resulting quantity against the width you have left to fit vented product into.

SettingsSettings for this calculation
Who is doing the work?

The standard allowance most suppliers and estimating guides assume for ordinary work.

The total length of roofline needing soffit.

The horizontal depth of the roof overhang.

Panel lost to rip cuts, corner returns and cut-outs for vents and lights.

Soffit material needed

7 x 12 sq ft panels

High confidence
Overhang area (with waste)
80.85 sq ft

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.

49 ft1.5 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • The area is a single rectangle - your total eave length multiplied by one overhang width - so a porch or bay that projects further than the rest of the roof, and the boxed return where two eaves meet at a corner, have to be run through separately and the results added.
  • Overhang width is read as the horizontal distance from the wall face out to the fascia, so an open soffit that follows the rafter tails up to the roof deck spans further than the figure entered and the material will come up short.
  • Waste is one percentage of the area, so the same setting is generous on one long straight eave with square ends and thin once the run is broken up by corners, rip cuts and cut-outs; set it to suit the run.
  • Panels are counted by dividing that area by 12 sq ft (1.1 m²), which assumes every offcut from a 12 ft length gets used somewhere; an overhang depth that does not divide evenly into 12 ft leaves a short end on each panel, and whether the flat tenth absorbs it depends on the depth you are cutting to.
  • The 12 in by 12 ft panel is written in as a constant, so a supplier profile in another width or length cannot be entered and the count returned will not be the count you order.
  • The imperial answer is rounded up to whole panels, while the metric one is a plain area with the waste already inside it - it has had no rounding applied at all, so round it up again to the board lengths your merchant actually stocks.

The Gutter Comes Down Whichever Quote Wins

This part of the decision is usually left implicit. Neither scope can proceed with the gutter in place, so it comes down and goes back up in both, and that labour is already inside both prices. The marginal cost of putting up new rather than refitting old is therefore the material alone, at the one moment in twenty years when nobody has to pay for access. A quote offering new guttering as an upgrade is quoting a discount it has not admitted to; a quote refitting a brittle, sun-bleached plastic run onto a brand new fascia has saved the client an amount that will look small the first time somebody goes back up there.

Cast iron runs the other way. It is worth keeping if the sections are sound, it is very heavy, coatings on a pre-1980 house may contain lead, and its bracket line is not interchangeable with what a plastic system wants — decide its fate before ordering board depth, because a cast run being refitted constrains where the top of the new fascia can sit. What size the trough should be, and whether the run has outlet enough for the roof it drains, belongs to the rainwater sizing guide and is a different question from how many stock lengths to order.

Both scopes take the run down, so price the reinstatement as a real option: this gives the stock sections and the downpipe count for the same frontage, which is the number to set against whatever the quote allowed for refitting the old ones.

Gutter Calculator

The total length of roofline that needs gutters.

Gutter sections needed

5 x 10 ft sections

Medium confidence

Downspout count is a general rule of thumb — heavier rainfall climates or steeper/larger roofs may need more frequent downspouts for adequate drainage.

Eave length
49 ft
Downspouts needed
2 downspouts

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.

49 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • Section count is pinned to one stock size per measurement system — 10 ft lengths in imperial, 4 m lengths in metric — so a run built from 2 m half lengths, from longer aluminium stock, or from seamless gutter rolled continuously on site will not match the number shown.
  • Your total eave figure is divided by that stock length and rounded up exactly once, which treats the whole roofline as one uninterrupted run; where the guttering stops and restarts at a hip, a gable or a porch, every break leaves an offcut, and no waste allowance is added to cover them.
  • Eave length is the only measurement taken, so the answer counts lengths rather than sizing them — the profile, depth and cross-section of the gutter, and the diameter of the downspouts, are all still yours to choose.
  • Running outlets, unions and stop-ends each take up part of the finished run, but the downspout figure is worked out on its own and is never deducted from the length being divided into sections.
  • That downspout figure comes from the total eave length and is floored at one, so a roofline split across several elevations can be answered with fewer outlets than it has separate gutters — each independent run needs one of its own.

Every Bracket Is a Withdrawal Test

A gutter bracket is a small fixing carrying a large intermittent load. Empty plastic guttering weighs almost nothing; the same run full of water is a different proposition, and in a climate that ices the eaves it can be several times that again for days at a time. BS EN 1462, Brackets for eaves gutters, sets the requirements and test regime for the brackets, and the profile manufacturer's instructions set the spacing. Neither has any opinion about what you screw them into, and that is the variable this job controls.

Capping changes the arithmetic in a way that is easy to miss on paper. A screw through a ten millimetre capping profile has ten millimetres less embedment in the timber behind it, and that timber is the old board — the one that has been getting wet under the gutter joints for thirty years. Two thicknesses, one of them failing, is a worse fixing than one thickness of sound new board. Where the tails are soft as well, the whole rainwater line hangs off fasteners in rotten wood behind a clean white face.

Set the count off the run first, then add to it rather than economise on it: an extra bracket at every corner and stop end, one close to each outlet where the load concentrates, and a tighter interval on any elevation that holds snow. Brackets are the cheapest component in the scope and the one whose absence produces the ponding, the silt and the sagging line everyone eventually blames on the gutter.

It offers two intervals, a standard one and a tighter one for snow and ice, so read the count it gives as a floor rather than a target and check it against whatever your own profile maker publishes — corners, outlets and snow-loaded elevations each want one more, and every one of them has to land in timber that is actually sound.

The total length of gutter needing support hangers.

Tighter spacing supports more weight (snow, ice, debris) but uses more hangers.

Gutter hangers needed

26 hangers

High confidence
Eave length
49 linear ft
Bays between hangers
25
Hanger centres, as hung
23.52 in

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.

10 ft2 m49 ft14.94 m

What this calculation does not cover

  • The whole eave figure is divided as one continuous run with a single end hanger added, so a roof whose guttering is split into separate front, back and side runs needs one or two more hangers for each additional run: its own end hanger, and sometimes one more because each run's count is rounded up on its own.
  • Spacing is applied as one uniform interval end to end — nothing in the division tightens the bays approaching an outlet, a corner or the low end of the fall, which is where the channel carries most and dips first.
  • No load is worked out at any point: the 24 in and 36 in choices are two fixed intervals, and matching one to your snow, ice and debris exposure is left to your judgement rather than checked against the gutter being hung.
  • Gutter material and profile size never enter the arithmetic, so a lightweight vinyl channel and a steel one of the same length come back with an identical count even though the vinyl wants closer support.
  • The metric options are those same 24 in and 36 in intervals relabelled, and the division uses the inch figure, so each bay lands roughly a centimetre wider than the 60 cm or 90 cm on the menu.
  • Where a hanger can physically be fixed — into the fascia, or the rafter tail behind it — plays no part in the interval, and hangers moved onto solid framing can end up closer together than the even spacing assumes.

The Bargeboard Has Nothing Catching Its Water

A fascia has a gutter under it for most of its length. A bargeboard has open air. It takes driven rain on its full face, it takes the runoff of the verge along its top edge, and its end grain at the apex and at the foot sits in the two wettest positions on the gable. On most houses that come up for this work the bargeboards are in worse condition than anything at the eaves, and they are the boards a ground inspection judges least well, because they are seen edge-on from below.

What sits behind them varies, and the variation is the whole risk. Some are fixed straight to a barge rafter that is part of the roof structure. Many on modern gables are fixed to a ladder frame — noggins cantilevering out past the wall, carrying the verge and the board together. Where a bargeboard has been soft for years the noggins behind it usually have been too, and a ladder frame with rotten noggins is not trim: it is what the overhanging verge stands on, and replacing it is framing work with its own access and its own sequence.

Taking a bargeboard off disturbs the verge above it however that verge was finished. Bedded mortar comes away in pieces and cannot be reused; a dry verge system unclips and often will not go back without new units, because the fixings are consumed. Whether it should go back as mortar or as a dry system, and what wind exposure at a gable demands of it, is covered in the guide on dry-fixing ridge and verge — but it has to be a priced line here, because a bargeboard quote that stops at the board leaves the roof open along its most exposed edge.

Fixings, Movement, and What Goes Wrong in Year Three

The first winter tells you nothing. Failures here surface in the second and third year. Fasteners come first: plain galvanised nails driven into damp timber bleed rust down a white board within a season, and the answer on any exposed or coastal site is a stainless fixing or a polymer-headed pin matched to the board and driven to the manufacturer's pattern rather than to whatever is in the gun. Overdriven pins dimple a plastic face permanently, and the dimple collects dirt.

Plastic moves. Cellular PVC and foiled uPVC expand and contract far more over a temperature swing than the timber they replaced, which is why the manufacturer's published installation instructions carry an expansion allowance at joints and terminations. A long run fixed hard at both ends with joints closed tight in February bows visibly in July, and the bow does not come out. The compound is classified under ASTM D1784, Standard Classification System and Basis for Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, but the movement allowance is a product instruction rather than a standard and varies enough between systems to be worth reading.

If the replacement is timber, durability has named documents behind it: BS EN 335, Durability of wood and wood-based products, Use classes, puts exterior joinery above ground in use class 3, BS 8417, Preservation of wood, Code of practice, covers the treatment, and the North American equivalent is the American Wood Protection Association Standard U1, Use Category System, User Specification for Treated Wood. All of them assume the thing almost nobody does, which is re-treating every cut end and drilled hole before it is fixed. An untreated cut end at a scarf joint is where the next rot starts, inside the joint, where nothing shows.

One risk belongs before any of that. Soffit boards on houses built up to the mid-1980s are frequently asbestos cement or asbestos insulating board, and the two are handled very differently: in Great Britain under the Control of Asbestos Regulations 2012, with HSE guidance HSG264, Asbestos: The Survey Guide, insulating board work is normally licensed while asbestos cement usually is not, and that classification is made by a competent person rather than from a photograph. In the United States the controls are OSHA 29 CFR 1926.1101 and the EPA asbestos NESHAP at 40 CFR Part 61 Subpart M. A strip-out quote with no line for identification or controlled removal has not been priced for the building it is parked in front of — and this is one of the few places where capping's avoidance of disturbance is a real argument in its favour rather than an evasion.

The One Condition That Settles It

Reduce all of it to a single test. If the fascia carries the gutter and the rafter feet behind it are soft, capping is not a cheaper option — it is a different, worse option at a similar price, because the new bracket line is being fixed into failing timber and the failure is now sealed in and invisible. No amount of product quality changes that. If the tails are sound and the boards are merely weathered, capping is a reasonable cosmetic choice honestly made, and it should be taken without apology.

So the useful thing to demand of both bidders is not a lower price but a stated position on discovery. Ask the capping bidder to open the fascia at a named number of positions — the ends of each elevation, plus every point where the ground inspection found local blistering — and to state in writing what happens if the tails fail the probe. Ask the strip-out bidder for a rate per tail repair and per metre of plate, so work found is priced before it is found rather than negotiated from a scaffold. A bidder who cannot answer either question has not priced the job; they have priced the board.

Then, on the day the eaves is open, photograph every metre of it before the new boards go on. It costs nothing, it is the only record that will ever exist of what is behind that line, and it is the document that settles the argument in fifteen years when somebody else is standing in the drive holding two quotes and one of them says overclad.

The sheet that makes two quotes comparable

Fill this in once from your own measurements, then hand the same numbers to both bidders — most of the gap between two prices for this work is two different descriptions of the same building.

  • Eaves run and rake run, measured separately — Fascia follows the eaves, bargeboard follows the rakes; add the returns at gable ends, hips and porches, which are individually trivial and collectively a board.
  • Fascia depth taken off the rafter end — The tail section plus whatever tilt the covering needs at the eaves, not what looks proportionate from the pavement — a shallow board re-exposes the timber the old one died protecting.
  • Overhang width to the outer face of the finished fascia — Capping sits proud of the original, so the soffit width and the openable width both change; settle the ventilation product before this dimension is fixed.
  • Bracket count, at the profile maker's spacing plus corners and outlets — Add one at every stop end, corner and outlet, and tighten the interval on snow-loaded elevations; note what each bracket will actually be screwed into.
  • Gutter reinstatement, priced as new against refit — Both scopes take it down, so the difference is material only — cast iron is worth keeping and constrains where the top of the new fascia can sit.
  • Discovery terms, written not assumed — A number of opening-up positions for a capping bid; a rate per tail repair and per metre of wall plate for a strip-out bid; an asbestos identification line for any soffit that could date from the mid-1980s or earlier.
Open this as a workspace →

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.

Drawn from

  • BS 5534, Slating and tiling for pitched roofs and vertical cladding — Code of practice
  • BS 5250, Management of moisture in buildings — Code of practice
  • BS EN 1462, Brackets for eaves gutters — Requirements and testing
  • BS EN 335, Durability of wood and wood-based products — Use classes
  • BS 8417, Preservation of wood — Code of practice
  • American Wood Protection Association Standard U1, Use Category System: User Specification for Treated Wood
  • ANSI/TPI 1, National Design Standard for Metal Plate Connected Wood Truss Construction
  • SBCA and TPI, BCSI: Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses
  • International Residential Code, Chapter 8 Roof-Ceiling Construction (as adopted and amended locally)
  • ASTM D1784, Standard Classification System and Basis for Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds
  • Control of Asbestos Regulations 2012 (Great Britain), with HSE HSG264 Asbestos: The Survey Guide
  • OSHA 29 CFR 1926.1101 Asbestos, and EPA Asbestos NESHAP, 40 CFR Part 61 Subpart M

Guidance, not a specification. Local codes, the engineer of record and the product manufacturer’s instructions govern where they differ from anything written here.