Pick the slate up before you look at the roof
It is lying face up on the grass about a metre out from the front wall, and it is not broken. That is the first useful fact of the morning and almost everybody walks straight past it to get the ladder off the van. A slate that has left a roof carries the reason it left in two places — the condition of the slate itself and the condition of its two nail holes — and both are gone the moment somebody stacks it behind the shed with the bits of broken paving.
So handle it first. Whole slate, clean round holes, nothing torn: the fixings let go and the slate simply slid out from under the courses above. Now look for the nails. Still through the holes, sheared or wasted to a brown stub, and the answer is already in your hand. Holes empty, nails still up there in the batten, and something else let go — the head of the nail pulled through, or the hole itself wore oval and rode off. If instead the slate is snapped clean across and part of it is still in the gutter, it was loaded rather than corroded: a foot, a ladder stile set down on the covering, a branch, or the tail levering itself in a gust. Those fixings may be entirely sound.
Then do the thing a slater does without being asked. Balance it across two fingers and tap it with a knuckle. A sound slate rings. One that has taken up water and begun to open along its own bedding gives a dull knock, and if the edges crumble under a thumbnail the material has failed rather than the fixing. No standard backs that test and none needs to; it costs ten seconds, and it decides whether you are pricing an hour's work or the end of a roof covering.
Everything below is the same question asked in progressively more expensive ways: did two nails fail, or have all of them started to. The awkward part is that the evidence sits where you cannot see it. The nails that held this slate are buried under the heads of the courses above the gap — two of them on head-nailed work, one on centre-nailed, as the next section sets out — which is exactly why nobody inspects them and exactly why the repair has to work blind.
What a repair has to reach past
- Tingle — a strip of copper or lead nailed into the batten through the gap, with its tail folded back over the foot of the new slate because there is nothing else left to hold it
- Replacement slate — slid up into the gap with both its own nail holes buried out of reach, so the fixing has to come from beneath it rather than through it Slate Shingle Course Calculator
- The two courses above — their heads sit over the missing slate's nail line, which is why the old fixings cannot be seen from a ladder or reached without lifting sound slates
- Battens — what the original nails went into, and the only sound timber a repair fixing can still find through a one-slate gap Roof Batten Spacing Calculator (Tile Roofing)
- Underlay — the plane that has kept the room dry since the slate left, and the reason a single gap is a job for Saturday rather than tonight Roofing Underlayment Calculator
- Rafters — carrying a covering several times the weight per square metre of an asphalt roof, which is what makes any change of material a structural question first
Two nails, and the several ways they die
Each slate on that roof is held by two fixings and nothing else. Where those two holes sit along the slate is a decision somebody made a century ago and it governs your whole repair, because it decides how deep under the covering the old nails are. Head-nailed work puts the holes an inch or so down from the top edge; on a double-lapped roof that position ends up buried under two slates, which is generous cover for the hole and a long unsupported tail below the fixing. Centre-nailed work puts them at roughly mid-length, where the lever arm is short and the tail cannot flutter, but where the arithmetic leaves only one slate over the hole rather than two. Neither is wrong. Both are still out there, often on the same street, and the ripper you are about to slide up the gap has to hunt in a different place for each.
What kills the fixing is almost never load. Slate outlasts everything fastened through it, so a covering fails from its nails upward. Plain steel nails were used freely on cheap work and on repairs, and they corrode until the shank parts; galvanised nails last longer and then fail at the same speed once the coating is gone, which is why the trade calls it sickness rather than wear — nothing happens for decades and then the roof starts shedding on a schedule of its own. Copper, aluminium alloy and stainless fixings do not go this way and a roof laid with them fails elsewhere, usually at the battens. Where the nails were copper and the slates are still coming off, look hard at the timber: a batten that has taken thirty years of a leaking valley lets a sound nail pull straight out of it.
The loft is the diagnostic room and hardly anybody goes up there. On a roof with no underlay — normal enough on pre-war work, where the slate backs were parged with lime torching instead — you can see the batten tops, the nail shanks and daylight, all at once. Rust runs staining the batten under every fixing, shanks that snap when you flick them with a screwdriver, or a scatter of nail heads lying on the ceiling joists are not indicators of a problem; they are the problem, counted. On an underlaid roof you get less, but you still get the torn-felt map of where water has been arriving and how long it has been doing it.
Finally, read the pattern rather than the incident. Slipped slates that cluster on one elevation, and specifically on the elevation that takes the prevailing weather, are behaving like a fixing failure driven by exposure. Slates coming off both pitches, at both ends, at an accelerating rate over three or four winters, are a roof telling you the fixings have reached the end together — which is what you would expect, because they went in on the same day out of the same keg. A single slate off the middle of an otherwise unbroken plane, with everything else tight and the neighbours' roofs untouched, is an incident.
| What you actually find | Most likely mechanism | What it says about the other few thousand |
|---|---|---|
| Slate whole, holes clean, corroded nail stubs still in the holes | Ferrous fixings corroded through and let the slate slide | Every nail on the roof is the same age and metal — expect more, and count how fast |
| Slate whole, holes clean, nails still up in the batten | Nail heads pulled through, or the holes wore oval and rode off | Often local, tied to a slate that was over-holed or nailed too tight when laid |
| Slate snapped across, part still on the roof or in the gutter | Point load — a foot, a ladder stile, a branch, or wind levering a long tail | Nothing, unless it happens twice in the same place, which points at access habits |
| Slate soft at the edges, delaminating, dull when tapped | The slate itself has reached the end of its service life | Material failure is never singular; sample several slates before pricing anything |
| Nails sound but the batten is soft where they came out | Timber decay under a long-standing leak, usually a valley or an abutment | The covering may be fine and the fault somewhere else entirely — find the water first |
| Nail heads on the loft floor, rust runs down every batten | Nail sickness, already well advanced and no longer arguable | Patching is buying time at a known rate; price the strip and decide deliberately |
How many nails are up there
The judgement gets a great deal easier once the denominator is a real number instead of a feeling. Count the courses up one plane, multiply by the number of slates in a course, double it for the two fixings each, and you have the population that is failing. A plain rear elevation six metres up the slope and eight metres along, laid to a 200 mm margin in 250 mm wide slate, runs to thirty courses of thirty-two slates: near enough a thousand slates and two thousand nails on that plane alone, and the same again on the front. Against that, one slate a year is a maintenance item and nobody should be selling you a roof. Nine slates in a single February is a fixing population arriving at its end date together, and paying somebody to chase them one at a time is buying the same roof twice.
There is no published threshold here and you should be suspicious of anyone who quotes one. No code, no British Standard and no manufacturer's literature sets a number of slipped slates at which a covering must be renewed, because the number that matters is not slates but nails, and nails cannot be counted without stripping. What the documents do govern is the fixing specification itself: BS 5534 requires the fixings for a slated roof to be calculated against the site's wind loading rather than carried over from habit, with the loading itself taken from BS EN 1991-1-4 and its National Annex, and the slate provisions in Chapter 9 of the International Residential Code work the same way through the code's own wind provisions. So the honest test is a rate and a distribution, tracked over time, against a count you did once — not a magic number.
Slope length divided by the margin you measured off the roof gives the course count; that times the slates in a course, times two, is the number of fixings the covering is standing on. Run it per plane — the elevation dropping slates is rarely the one you are standing under.
The sloped roof run from eave to ridge to be covered in slate.
The portion of each slate exposed to weather in the finished course.
Slate courses needed
32 courses
They open the calculator with your figures already in it
Slate Shingle Course Calculator: 32 courses — 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
- Every course is treated as sitting at the one exposure you enter, because the run is divided once by that single figure — a roof set out with a tighter gauge over the first courses at the eaves, or eased across the whole slope to swallow an awkward last course, will not land on this number.
- The division counts exposure steps between the eave and the ridge, so the doubled eaves course, which shares the first step with the slate above it, adds no step here and no extra row to the count, and neither does the ridge closure.
- A part course is rounded up to a whole one, which leaves the whole of the leftover run sitting in the final course under the ridge rather than being shared out along the slope as a slater would normally close the gauge.
- The exposure figure is taken entirely on trust: anything from 1 cm (0.39 in) to 30 cm (12 in) is accepted, and because neither slate length nor roof pitch is asked for, a margin far too open for the slate you have still comes back as a clean whole number of courses.
- Roof width never enters the arithmetic, so the answer stops at courses — how many slates stand in each course, the total slate order, and the running metres of batten those courses call for all depend on the eave-to-rake dimension this page does not collect.
- One eave-to-ridge run is handled at a time, so a slope interrupted by a dormer, a mansard with a pitch break, or two planes of different height each need their own run entered and the course counts kept separate.
Most of that hour is access
The slating in a one-slate repair takes about a quarter of an hour and a fair part of that is walking back to the van. Everything else in the price is getting a person safely to a point on a pitched surface a storey or two up, and that is the part homeowners consistently under-imagine when they ask whether it is worth an hour of somebody's time. It is also the part that decides whether the job is sensible at all: a repair on the second slate up from an eave over a flat drive is a ladder job, and the same repair three courses below a ridge on a three-storey gable is not, at any price, without a tower or an edge-protected scaffold.
Where a ladder does answer, it answers to a specification. OSHA 29 CFR 1926.1053 puts a non-self-supporting ladder at a base distance of about a quarter of its working length — the familiar four-to-one — and requires the rails to extend at least three feet above the landing where the ladder is used for access. The Work at Height Regulations 2005 get to a similar place in the UK by a different route, through a hierarchy that asks first whether the work can be avoided, then whether collective protection can be provided, before it will accept personal measures. Neither regime has anything good to say about a ladder footed on wet grass by nobody, which is how most domestic roof repairs are actually attempted.
Once on the roof, the rule is that nobody stands on slate. A slate roof is a brittle covering laid over air, and walking a plane to reach one gap is how a crew turns one slipped slate into four cracked ones and a return visit. A roof ladder hooked over the ridge spreads the load and gives something to work from, and it wants to be long enough to reach without perching on the top rung. If the roof needs more than that — a valley to be reached, several courses to be lifted, or a plane you cannot get a hook over — the honest answer is that the access has already outgrown the repair, and the money is better spent on scaffold that also lets somebody survey the rest of the covering properly while it is up.
Working length, base distance and the rail extension above the gutter or landing all go in; it returns the ratio and the resulting angle, and checks both against OSHA's four-to-one and its three-foot minimum. Worth doing on paper before the day, because the ladder that is already in the garage is the ladder that gets used.
The ladder's extended working length, measured along the ladder itself.
The horizontal distance from the base of the ladder to the wall or support it leans against.
How far the ladder's side rails extend above the upper landing surface, when used for access to that landing.
Base-distance-to-working-length ratio
4 :1 (target 4:1)
This restates OSHA 29 CFR 1926.1053's fixed setup-angle (4:1, ~75.5°) and landing-extension (3 ft / 0.9 m minimum) rules only. It does not check ladder duty rating/load capacity, the condition of the ladder or the surface it rests on, tie-off/securing requirements, or overall fall protection needs for the specific task — those must be verified separately by the user each time the ladder is set up.
- Resulting ladder angle from horizontal
- 75.52 °(target ~75.5°)
- Landing extension
- 3.5 ft (OSHA min 3 ft)
They open the calculator with your figures already in it
Extension Ladder Setup Angle & Placement Safety Checker: 4 :1 (target 4:1) — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
What this calculation does not cover
- Says nothing about what the ladder is near. An aluminum ladder raised into an overhead service drop does not have to touch it to flash over, and the rule is a clearance distance from energized conductors plus a non-conductive ladder for work on or near live equipment — neither of which any setup angle can satisfy. That clearance is judged before the ladder goes up, not after it is angled.
Nothing left to nail through, and four honest ways round it
Here is the structural awkwardness of the whole job. The new slate has to sit in the same plane as its neighbours, with its head under the two courses above and its own nail holes therefore in a position no hammer can reach. You cannot nail it where the original was nailed without taking off the courses that cover that line, and those courses are sound, are nailed themselves, and will break if you try. Every method below is a way of holding a slate that has no reachable fixing of its own, and the difference between them is how long the hold lasts and how much of it you can see from the pavement.
First, clear the ground. A slate ripper is a long flat blade with hooked barbs at the tip; it goes up the gap under the slates above, is felt onto the shank of each old nail in turn, and is then jerked down so the barb either draws the nail or shears it. That is two nails to find, and where they are depends on whether the roof is head-nailed or centre-nailed, which is why the fallen slate in your hand is worth reading before you climb. A shank left proud will hold the new slate off its bed and show as a lifted tail from the street, so it is worth going back with the ripper a second time rather than accepting a slate that sits high.
The classic fixing is a tingle, also called a tab: a narrow strip of copper or lead, nailed into the exposed batten through the gap, folded up over the head of the new slate as it goes in, and then folded back over its tail once the slate is home. It works, it is reversible, and it has two well-known faults. Lead creeps, so a tingle cut too thin or made too long will slowly straighten under the weight of the slate and let it go again, usually in the third or fourth winter. And the folded tail is visible — a bright line on a dark roof that dulls in a season or two but never disappears. Copper strip holds its fold better than lead of a comparable stiffness and stains to something quieter; purpose-made stainless tingles are sold for the job and are stiffer again.
Slate hooks are the alternative and they are a proper fixing rather than an improvisation. A stainless hook is nailed or driven into the batten in the vertical joint below the gap, the slate is slid up over its shank, and the hook's turned end catches the tail. They hold far better than a folded strip in an exposed position, they are the standard field fixing across much of continental Europe rather than an emergency measure, and they are sized to a particular slate thickness and gauge, so they have to be bought for the roof rather than out of the bottom of the toolbox. Their drawback is the same as the tingle's and slightly worse: a hook is a visible spot at the foot of every repaired slate, and a roof that has collected forty of them over twenty years looks exactly like a roof that has collected forty of them.
The remaining two are worth knowing because they answer different questions. A copper rivet — a disc on a shank, driven through the vertical joint between the two slates below and turned up — gives a stiff, small, unobtrusive catch and is the traditional answer where appearance matters on a visible elevation. And where several slates have gone in one area, the right move is not four tingles but to strip back deliberately: lift the sound slates above in order, keep them, re-nail everything properly with copper or stainless into sound batten, and re-lay. That is an afternoon rather than an hour, it leaves nothing visible, and on a roof whose fixings are otherwise good it is the repair that lasts as long as the covering does.
- Read the fallen slate for nailing position and material, so you know where the ripper is hunting before you go up.
- Set the access, and get a roof ladder over the ridge rather than standing anywhere on the covering.
- Slide the ripper up the gap, find each of the two old shanks in turn, and draw or shear them cleanly.
- Check the batten through the gap with a screwdriver — soft timber means the fixing has nothing to bite and the job has just changed.
- Fit the tingle, hook or rivet into sound batten first, sized so it will not creep under the weight it is about to take.
- Slide the replacement up until its head is level with its neighbours, then close the fixing over the tail and sight the course from the ground.
Matching a slate nobody kept the paperwork for
A replacement has to match in four dimensions, not one: length, covering width, thickness and colour, and the roof will forgive an error in the last of those far more readily than in the first three. Length is set by the gauge already on the roof and cannot be fudged — a slate short by 20 mm loses that much headlap for good, in the one position on the roof you have already proved is exposed. Thickness matters because a slate noticeably thicker than its neighbours will not bed down and lifts the course above it into a visible ridge. Colour is the one everybody worries about and the one that fixes itself: a new slate reads bright for a couple of years and then weathers back, and a well-chosen new slate ages better than a badly-chosen reclaimed one.
Reclaimed slate is the obvious answer and comes with a catch that gets skipped. Every second-hand slate already has two holes in it, and unless they happen to fall where your gauge wants them the slate has to be re-dressed and re-holed — which shortens it, moves the fixing line, and puts the redundant original holes somewhere they must still end up covered. A merchant selling reclaimed slate by the pallet has usually not done that work. Ask whether the slates are graded and re-holed or sold as they came off, and price accordingly, because sorting a pallet on the drive to find the fifty that match your roof is real time that lands on somebody's bill.
For new slate, ask for a classification instead of an adjective. ASTM C406 sorts roofing slate into grades by expected service life, and BS EN 12326-1 codes it against thermal cycling, sulphur dioxide exposure and water absorption, which between them are the three things that actually take a slate apart. A supplier who can quote you the code is selling a specified product; one who says the slate is good quality is selling you a word. And take a moment over the fixings while you are on the phone: putting a plain steel nail into a repair on a roof that is slipping because of plain steel nails is a joke that gets told on a lot of roofs.
| What to record | Where it comes from | What it costs to get wrong |
|---|---|---|
| Slate length | A slate off the roof, measured — not the size the roof is described as | Headlap lost permanently at the one spot already proven to be exposed |
| Covering width | The width of the fallen slate, and whether the roof is random width | A slate that will not close the side joints, or a bond that has to be re-set |
| Thickness | Callipers on the fallen slate, taken at the head not the tail | The new slate stands proud and lifts the course above it into a visible line |
| Nailing position | The holes in the fallen slate — head-nailed or centre-nailed | The ripper hunts in the wrong place and you lift or crack sound slates finding out |
| Batten condition at the gap | A screwdriver through the gap before anything is ordered | A fixing driven into soft timber, which lets go on the same schedule as the nail did |
| Grade or classification | ASTM C406, or the BS EN 12326-1 codes, from the supplier | A cheaper slate that meets the description and not the exposure it is going into |
When the sum stops favouring the patch
Sooner or later the individual repairs stop being cheap in aggregate, and the tipping point is almost never the price of a slate. It is the access. Scaffold costs what it costs whether one slate is replaced from it or two thousand, and once a roof needs a scaffold — because the slipping has spread past what a roof ladder can safely serve, or because the loft has told you the fixings are gone — the marginal cost of doing the whole covering while the access is standing collapses. That is the actual economics of this decision, and it is why a homeowner who has paid for three separate call-outs at increasing frequency has usually paid a meaningful fraction of a re-slate for a roof they still do not have.
Two things sit on the credit side of the strip and both get forgotten. Sound slates are worth reclaiming and re-laying: a covering that is slipping because its nails have gone may have most of its slate still serviceable, and a strip that keeps seventy or eighty per cent of it and buys in the balance is a different proposition from a full re-materialling. And the strip is the only opportunity anybody will get to see the battens, the underlay and the rafter tops, which on a roof of that age is worth having independent of the covering. Battens laid before underlay was normal are often undersized for a modern fixing specification and will have to be renewed anyway, and that is a cost the estimate must carry rather than discover.
To price any of it you need the true sloped area, and this is where most homeowner estimates go wrong by twenty per cent or more. The footprint of the house is not the area of the roof; a plan measurement has to be multiplied by the slope factor for the pitch before it means anything, and slate roofs tend to sit at pitches steep enough for that factor to be substantial. Take the footprint off the ground, take the pitch off a rafter in the loft or a pitch gauge on the covering, and let the arithmetic do the rest. The National Slate Association's Slate Roofs: Design and Installation Manual and the NRCA's steep-slope volume both set out what a proper strip and re-lay involves, and both are worth reading before accepting a quote that treats it as a like-for-like swap.
One structural point closes it. A slate covering weighs several times what an asphalt shingle covering weighs per unit of roof area, and the roof structure under it was sized on the assumption that it would. That makes any proposal to change material — slate to concrete tile, slate to synthetic, or a synthetic roof back to natural slate — a structural question answered by an engineer against the actual figure from the product literature, not a finish choice made off a colour sample. This site publishes no prices for any of it, because the labour rate and the scaffold rate vary too much by region and by season for a published figure to be honest anywhere.
Footprint and pitch in, true sloped area out — the number a re-slate is actually priced against, and always larger than the plan area. Read the surface-area lines in the breakdown and ignore the bundle count: bundles are asphalt's unit, and slate is bought by the piece.
SettingsSettings for this calculation
Waste is set to 12% by hand. Pick a tier above to replace it, or keep your own figure.
The horizontal (plan-view) length of the roof, not the sloped surface.
The horizontal (plan-view) width of the roof.
Rise over a 12-unit run (works the same in feet or meters) — steeper roofs have more actual surface area than their footprint.
Extra field shingles for cutting at hips, valleys, rakes and penetrations, and for starter rows and caps cut from field shingles.
Estimated roofing shingle needed
13.64 squares
- Roof footprint area
- 1,089 ft²
- Actual roof surface area
- 1,217.54 ft²
- Roof surface area
- 1,217.54 sq ft
- Bundles needed
- 41 bundles
They open the calculator with your figures already in it
Roofing Shingle Calculator: 13.64 squares — 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.
This changes the drawing and no number above it. A gable and a hip over the same footprint at the same pitch have the same surface area, so this calculator never asks which you have — and its own limitations say a gable and a hip are charged the same. Pick the one you are building so the picture matches the job.
What this calculation does not cover
- The slope multiplier is applied to exactly the rectangle you enter, and nothing is added for the eaves and rakes, so the two dimensions have to be the roof's plan to the drip edge rather than the building's footprint at the walls. Taken at the wall faces they leave the overhangs out: on a 10 by 10 m building with 500 mm of overhang all round the roof plan is really 11 by 11 m, and the 6/12 job that reads 41 bundles at the wall dimensions needs 49.
- One length times one width times one multiplier is the entire geometry model, so anything that is not a single rectangle under a single pitch has to be split up by hand: an L-plan, a cross gable, a lower porch or garage roof at a shallower pitch, and a dormer cheek are all outside what two footprint figures can describe. Run each rectangle at its own pitch and add the squares. No perimeter is ever derived either, so the code has no idea how long your ridge, hips, valleys, rakes or eaves are.
- Pitch is a six-item list — flat, 4, 6, 8, 10 and 12 in 12 — not a number you can type, so a 7/12 or 9/12 roof has to be forced onto the nearest rung; choosing 6/12 rather than 8/12 on the default job moves the order from 41 bundles to 44, with the true 7/12 answer sitting between the two. The flat entry sets the multiplier to exactly 1 and still returns a bundle count, because this is area arithmetic and makes no judgement about whether shingles belong on a slope that shallow.
- Three bundles to the square is a fixed constant in the code and nothing on the form asks which shingle you are buying. If the coverage printed on the wrapper is not one third of a square, the bundle line is wrong in direct proportion while the squares figure above it stays right, so divide the squares yourself by the coverage stated on the pallet. Rounding up happens only at the bundle, so the answer never rounds to a whole square, a full pallet or a supplier's minimum drop.
- The waste percentage is a flat multiplier on the area, which turns the allowance into more of the same field shingle and nothing else — at the 12 per cent default that is about 1.4 extra squares, roughly four more bundles of the identical product. That works if you are cutting starters and caps from field shingles; dedicated starter strip and hip-and-ridge cartons are sold by the linear metre and would sit outside this figure entirely. Because no edge length is known, the percentage also cannot respond to how much cut edge you have, so a plain gable and a hip roof with four valleys are charged the same 12 per cent unless you raise it.
- Nothing is deducted for what sits inside the roof plane: chimneys, skylights, roof windows and open metal valleys are all shingled straight over, since there is no field in which to enter them. Order from the squares figure at the top rather than from the surface-area rows in the breakdown, because those rows are the bare roof before waste — the 1,203 sq ft (112 m²) line on the default job is about 145 sq ft (13 m²) short of the 13.5 squares the headline is telling you to buy.
Write down where it came from
Finish by recording the thing that turns the next slipped slate from an incident into a data point: the date, which elevation, and roughly where on the plane — third course up, four slates in from the left-hand verge. A photograph from the pavement with the gap visible takes five seconds and is better than any description. None of this helps today. All of it is the entire basis on which somebody decides, in four winters, whether the rate is flat or climbing, and whether the losses are scattered or walking steadily across one pitch.
That record is the only thing standing between a homeowner and the two failure modes at either end of this job: paying for a roof that had ten good years left in it, and paying four times over for repairs to a covering whose fixings had already gone. Neither is caused by bad slating. Both are caused by nobody keeping count.
What to settle before deciding it is a one-hour job
Five things that separate an incident from a covering at the end of its fixings, taken in the order that stops you buying the wrong one.
- The fallen slate itself, read before it is stacked — Whole or snapped, holes clean or torn, nails present or left in the batten, and whether it rings or knocks when tapped.
- Nailing position, head or centre — Taken off the holes in that slate. It sets where the ripper hunts and how deep under the covering the old fixings sit.
- The nail population, counted once — Courses up the slope times slates per course times two, per plane. Without a denominator the rate of loss means nothing.
- Rate and distribution over time — No standard sets a number of slipped slates at which a roof must be renewed. Clustering on the weather elevation and an accelerating rate are what decide it.
- Access, before anything else is priced — Ladder, tower or scaffold. Once it is scaffold, the marginal cost of stripping the whole covering while the access stands changes the answer entirely.
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.
