The Stain Is a Metre Downhill and the Stack Is Dry
A ring on a bedroom ceiling roughly a metre below the chimney breast, brown at the edge and dry in the middle, that darkens after driven rain from one particular direction and never after a still wet day. Nine times out of ten somebody has already been up, found nothing obviously wrong, run a bead of sealant round the visible edge of the lead and gone away. It stops for a season. Then a gale comes in off the same quarter and the ring gets a second edge.
Water arriving in a roof space at a stack rarely lands where it leaves. It runs down the inside face of the masonry, along the top of a ceiling joist, and drops at the first thing that interrupts it, which might be a cable clip two rafter bays away. So the stain is evidence that something at the stack has failed, and evidence of nothing else at all. Where it dropped tells you where the joist was, not where the hole is.
The stack is also the one place on a shedding roof where four different problems all present identically. Three of its four faces above the roof line do three different jobs, and the fourth face is a dam standing across the fall of the roof. This guide works from the symptom outward: rule out what is not the flashing, then get the four pieces of leadwork right, in the right code, at the right girth, and order them as pieces rather than as metres.
A stack taken apart, outermost piece first
- Cover flashing — let 25 mm into a raked joint and wedged, stepped down the raking sides and straight across the front and back, lapping the base pieces without ever being fixed to them Exterior Flashing Layout Trim Sheet Calculator
- Front apron — the downslope face, dressed out over the covering and turned round both corners; it is the first leg of a wrap that has to be ordered as a perimeter rather than as a face Rooftop Unit Curb Flashing Calculator
- Soakers, one per course — counted off the gauge of the covering rather than measured as a run, each one interleaved with a course and hidden entirely by the flashing that laps it
- Back gutter — the upslope face is a dam, so it gets a sole, a tilting fillet and a turn-up carried under the covering above, which is a different piece from an apron and a heavier code Roof Cricket (Saddle) Framing Calculator
- Slating or tiling on its underlay — the courses everything else is woven into; its gauge decides how many soakers get cut and its profile decides whether soakers are usable at all Roof Batten Spacing Calculator (Tile Roofing)
- Stack and trimmed opening — masonry stack or framed chase, whose outside dimension is the thing actually being wrapped, and which on a chase is fixed by clearance to combustibles rather than by a stud bay Fireplace/Chimney Chase Framing Clearance Calculator
Rule Out the Other Three Before Anything Comes Off
Leadwork gets blamed for water that never touched it. A stack standing above a roof is exposed on four faces to weather nothing else on the building sees, and it is usually the oldest masonry on the house. Saturated brickwork passes water straight through to the inside face; open perpends do it faster, and the stain that follows behaves exactly like a failed apron.
Look at the flaunching first, because it is the cheapest thing on the roof and the most reliably cracked. A sand-and-cement fillet holding the pots takes the full thermal cycle of a dark masonry mass in the sun, and once it has parted from the pot the crack runs down into the head of the stack and fills it every time it rains. From below it looks like a hairline. From a ladder it is a funnel.
The second suspect is the flue itself. A stack whose fireplace was blocked up and whose pot was capped without a vent breathes nothing, and the moisture in it condenses out on the coldest surface it can find, which is the masonry above the ceiling line. Hygroscopic salts from decades of combustion pull it further. Salt staining is fluffy and white at the edges and comes back when it is painted over, and no amount of new lead will touch it.
The third is the covering next to the stack rather than the stack itself. A slipped slate, a cracked tile or a nail-sick fixing within a course or two of the leadwork puts water into the same place, and someone standing on the ridge looking down at a tidy line of lead will not see it. Lift the courses either side of the soakers before condemning them.
Only when those three are eliminated is it worth pulling metal off. Test with water, not with opinion, and test in the order the roof drains — lowest first, one zone at a time, with somebody in the loft with a torch and a phone. Hosing the whole stack at once tells you that the stack leaks, which you knew.
- Get someone into the roof space with a torch, directly under the stack, and let their eyes adjust before anything is turned on.
- Wet the covering a metre below the stack first, for ten minutes, and wait another ten. Nothing yet means the covering below is sound.
- Move to the front apron and its two corners next, and give it the same ten minutes on, ten minutes waiting.
- Then each raking side in turn, working up the slope, so a wet result names one detail rather than four.
- Then the back gutter, which is where the water has been standing all along in most cases, and which usually shows within a minute or two.
- Only then wet the masonry above the roof line, and give it half an hour, because saturation is slow and it is the answer that gets missed.
- Photograph what ran, from inside, before anyone starts stripping. It is the only record of the diagnosis that survives the repair.
Four Pieces That Overlap, and Nothing That Seals
A stack is wrapped by four separate details and each one solves a different geometry. The front apron takes the downslope face, where water arrives having already been shed and only needs turning back out onto the covering. The two raking sides take water travelling across them, one course at a time, which is why they are made of many small pieces rather than one long one. The upslope face is the difficult one, because it stands across the fall and collects everything above it, so it needs a gutter with a sole, not a flashing with a lip. Over all four sits the cover flashing, let into a raked mortar joint and hanging free.
The principle underneath that is the one thing worth carrying away: the base pieces belong to the roof and the cover pieces belong to the masonry, they are fixed independently, and they shed by overlap alone. Nothing in a correct stack detail relies on adhesion. Sealant applied along the bottom edge of a cover flashing does not add belt to braces — it converts a lapped joint that could drain into a closed one that traps, and when the lead moves, as lead does, it tears the mortar rather than sliding under it. Almost every stack repaired twice has a smear of mastic on it from the first attempt.
The quantity that has to reach a merchant is the perimeter, and on a pitched roof that is not the perimeter on the plan. The front and back faces cross the slope horizontally, so they measure their plan width. The two sides run up the fall, so their true length is the plan depth divided by the cosine of the pitch. Take a stack 1.10 m wide across the slope and 0.50 m deep, on a roof at 40 degrees: the sides are 0.50 divided by 0.766, or 0.65 m each, and the wrap is 2.20 plus 1.31, near enough 3.5 m rather than the 3.2 m the plan suggests. On a steep roof with a deep stack that difference is a whole extra piece of lead.
Feed it the raking perimeter you just worked out, not the plan one, and use the waste allowance for what it really covers here: the corner turns at both ends of the apron, the laps between pieces, and the offcut left when a stepped flashing is cut out of a rectangle.
SettingsSettings for this calculation
Waste is set to 8% by hand. Pick a tier above to replace it, or keep your own figure.
The full perimeter of the rooftop unit curb.
Extra material to allow for corner cuts, overlaps, and offcuts.
Curb flashing needed
28.08 ft
Curb flashing is measured on the curb's perimeter, but its performance depends on the curb's height above the finished roof surface and on whether the upslope side sheds water around the curb rather than into it.
They open the calculator with your figures already in it
Rooftop Unit Curb Flashing Calculator: 28.08 ft — 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
- Excludes the cricket or saddle needed on the upslope side of any wide curb, which is a fabricated item sized from the curb width and the roof slope.
- Corner pieces are fabricated units rather than cut from a run and are priced individually.
- Does not verify curb height. A curb too low for the covering system leaves nowhere for the upstand to terminate above standing water.
Soakers With a Cover Over Them, or One Piece Dressed to the Tile
The choice on the raking sides is settled by the covering, not by preference, and getting it wrong is the commonest reason a stack that was reflashed last year is wet again this year. A soaker is a small rectangle of lead with an upstand, laid with a course and hidden by the next one, which is only possible where the units are flat and thin enough for something to sit between them without lifting the course above. A stepped flashing dressed straight onto slates with no soakers underneath looks identical from the ground and relies entirely on the dressed edge staying down, which it does until the first gale.
Where the covering has a profile, the argument reverses. A pantile or a Roman tile has a pan and a crown, and there is no flat soaker on earth that follows both. Metal dressed over the crowns alone leaves the pan wide open beneath it, so the cover flashing itself has to be cut and dressed down into each pan, which is slow, skilled work and takes noticeably more girth than the flat detail. Several tile makers supply their own soakers or a proprietary side abutment system for exactly this reason, and where the roof is under a manufacturer's warranty that system is usually the only detail the warranty recognises.
| Covering | Side detail | What decides it |
|---|---|---|
| Natural or fibre cement slate, plain tile | A soaker with each course, plus a stepped cover flashing lapping them | The units are flat and thin, so a soaker sits between two courses without lifting either |
| Pantile, Roman, deep-profile concrete tile | No soaker; a stepped cover flashing cut and dressed over the crowns and down into the pans, or the tile maker's own abutment pieces | Profile depth. A flat soaker cannot follow it, and metal stopping on the crown leaves the pan open |
| Asphalt shingle | Step flashing woven in one piece per course, with a separate counterflashing let into the mortar joint | The two-part detail in the residential code and the NRCA steep-slope details, plus the shingle exposure, which sets the piece length |
| Standing seam or profiled metal panel | The panel maker's own flashing kit, or a fabricated pan with a hemmed, cleated upstand | Panel movement. Anything rigid fixed to both the panel and the stack tears one of the two |
| Cedar shingle or shake | Step flashing per course, in a metal the timber does not attack | Compatibility. Acids from western red cedar and oak attack unprotected lead, so the lead is coated or another metal is used |
The Code on the End of the Roll
Rolled lead sheet is specified by code, and the code is a thickness with a weight and a colour attached to it. BS EN 12588 is the material standard; the colour marking on the roll end is how it is identified on site, and it is worth checking rather than trusting the delivery note, because Code 4 and Code 5 look identical in a stack of offcuts and behave very differently on a back gutter. The weights below are simply the thickness multiplied by the density of lead, 11.34 g/cm3, so any of them can be checked with a micrometer if a roll turns up unmarked.
Buying up a code where the piece is exposed, wide or walked on is cheap insurance; buying down is how a back gutter ends up creased and split at the fillet within a few winters. The practical constraint on the other side is weight and handling: a 6 m roll of Code 5 cut 600 mm wide is 3.6 square metres and around 91 kg, which is a mechanical lift or two people on a scaffold, never one person on a ladder. Cut it to piece length at ground level.
The second constraint is thermal movement, and it is the reason the manuals cap piece length rather than trusting the fixings. Lead expands roughly 29 parts per million per degree, so a 3 m length going through a 40-degree swing between a frosty dawn and a dark slate roof in July moves about 3.5 mm, and it will move at whichever end is least well held. That is what tears a nail hole into a slot and what creases a long apron into a ripple. The Lead Sheet Training Academy manual gives maximum piece lengths for each application — commonly 1.5 m for flashings — along with lap and fixing centres; take the figures from the current edition rather than from memory, because they have been revised.
Three material notes that cost money when they are missed. Lead in direct contact with fresh cement mortar, and lead in contact with oak or western red cedar, needs protecting with a bituminous coating, because both attack it. New lead washed by rain produces a white lead carbonate that runs down and stains everything below it, permanently on light-coloured tiles and render, which is what patination oil applied on the day of installation prevents. And lead is a health hazard to the people cutting and dressing it: OSHA 29 CFR 1926.62 governs lead in construction in the United States, and the Control of Lead at Work Regulations 2002 in the United Kingdom, which between them mean washing before eating, no dry grinding, and controls on any hot work.
| Code | Thickness | Weight | Colour mark | Where it goes at a chimney |
|---|---|---|---|---|
| 3 | 1.32 mm | 14.97 kg/m2 | Green | Soakers, which are fully covered and never exposed or trodden on |
| 4 | 1.80 mm | 20.41 kg/m2 | Blue | Step and cover flashings, and front aprons on sheltered stacks |
| 5 | 2.24 mm | 25.40 kg/m2 | Red | Back gutters, aprons on exposed stacks, and anything dressed into a deep profile |
| 6 | 2.65 mm | 30.05 kg/m2 | Black | Wide back gutters and exposed work where uplift or foot traffic is expected |
| 7 | 3.15 mm | 35.72 kg/m2 | White | Rarely a stack flashing; specified on larger bays and gutter linings |
| 8 | 3.55 mm | 40.26 kg/m2 | Orange | Heavy gutter and roof covering work rather than anything at a chimney |
How Far the Apron Runs Out, and How Far It Goes In
The apron is where most of the argument on site happens, because the figure that matters is invisible once the job is done. It runs out over the covering below far enough that wind-driven water crossing the lap still has somewhere to go before it reaches the top edge of the metal, and the conventional minimum in the lead manuals is 150 mm measured up the slope from the face of the stack. Shorten it to tuck neatly behind a course line and the detail is now relying on the covering below it, which was never designed to be watertight on its own.
The other end of the same piece is the upstand and the chase. The upstand runs up the face of the stack, the top of it is turned 25 mm into a joint raked out to receive it, and it is held there by lead wedges at not more than about 450 mm centres before the joint is pointed. Raking out is a bed joint for a straight run and a stepped set of bed joints for a raking side; cutting a diagonal chase across the brickwork is quicker and is why so many stacks have a crack running corner to corner ten years later. Both ends of an apron are turned 50 mm around the corners of the stack, which is the detail that stops water walking round the end of it and is the first thing to check on a stack that leaks only in wind.
Girth follows from that, and girth is what actually gets ordered. Twenty-five millimetres into the joint, 75 mm up the face and 150 mm out over the covering is 250 mm before anything is dressed, and dressing over anything other than a flat slate consumes more — a bold profile can take another 50 to 75 mm to follow the pan. Order the strip cut to a girth that has the dressing allowance in it. Lead is supplied cut to width from the roll at no waste, and it is the one material on the job where ordering the exact strip width is easier than trimming it on a scaffold.
| Piece | Out over the covering | Up the stack | Into the joint |
|---|---|---|---|
| Front apron | 150 mm up the slope from the face, ends turned 50 mm round both corners | 75 mm minimum, increased as the pitch drops | 25 mm, wedged at not more than 450 mm centres |
| Soaker, slate or plain tile | 100 mm under the slate, cut to gauge plus lap plus 25 mm | 75 mm turned up against the stack | None. The cover flashing above it does that |
| Stepped cover flashing | 65 mm minimum down over the soaker or step upstand | Steps cut to the gauge of the covering | 25 mm, one wedge to each step |
| Back gutter | Sole 150 mm minimum, with a 150 mm turn-up carried under the covering above | 100 mm against the stack, dressed over a tilting fillet | Covered by its own cover flashing, wedged as above |
| Step flashing at a masonry stack, shingle practice | 4 in (102 mm) onto the roof, one piece per course | 4 in (102 mm) up the face | A separate counterflashing let into the joint |
The Face That Stands Across the Fall
Everything above the stack arrives at its upslope face, and unlike a wall abutment it has nowhere to go but sideways. That is why the back detail is a gutter rather than a flashing: a sole with a fall across it, a tilting fillet so the lead is not asked to turn a hard right angle, an upstand against the stack, and a turn-up at the back carried under the covering above. Water leaves it at both ends, over the top of the side soakers, which is why the back gutter goes on after them and laps over them — the whole stack is worked from the bottom of the slope upward, apron first, soakers up the two sides, gutter last.
Above a certain width that arrangement stops coping and the roof needs a framed saddle instead — a small ridged structure behind the stack that splits the flow into two and sends it round. In the United States the residential code makes this explicit for masonry chimneys, requiring a cricket where the stack is more than 30 in (762 mm) wide measured parallel to the ridge, subject as always to the edition adopted locally. British practice reaches the same place from the other direction, treating a lead back gutter as the standard detail at any width and adding a timber saddle where the width and the snow load make a flat-soled gutter a bad bet. Either way, the geometry is the same: half the up-slope-facing width, times the pitch of the roof, gives the ridge height the saddle has to reach.
This is the face that fills with debris, and the failure is almost never the metal. A back gutter on a roof with a tree over it collects leaf litter, holds it against the stack, and then holds water in it through the winter. Ice builds behind the dam, backs up over the 150 mm turn-up that was perfectly adequate for running water, and the stain appears inside. Where a stack sits on a north slope under trees, that gutter needs to be on somebody's list twice a year, and it is worth saying so in writing at handover rather than after the second call-out.
When the Stack Is a Box of Studs
Plenty of what looks like a chimney is a framed chase clad to match the house, with a factory-built insulated chimney running up inside it. The flashing problem changes completely and most of it changes for the better: a chase is square, plumb and predictable in a way a Victorian stack never is. What it does not have is a mortar joint to chase into, so the cover flashing goes behind the cladding and the wall's drainage plane laps over it, exactly as at any wall-to-roof intersection, and the bottom of each raking run needs a kickout to throw the collected water clear of the cladding below. A masonry stack does not need one. A clad chase without one puts the whole side run behind the boards.
The dimension that governs the chase is not a stud module. A listed chimney has a clearance to combustibles stated in its listing, that clearance applies on every side, and the chase framing is set out from the chimney casing plus that clearance twice — once on each side of each dimension. NFPA 211 covers chimneys, fireplaces, vents and solid fuel burning appliances, and the manufacturer's installation instructions are what fix the number for a given system. The clearance is what everyone remembers at the ceiling penetration and what gets quietly lost at the roof, where somebody packs insulation or pushes a sheet of sheathing up tight against the pipe to close a draught. It is the same violation in both places, and at the roof it is the one nobody inspects again.
While the chase is open, settle the termination height too, because it decides how much of the chase stands proud and therefore how the flashing and the cladding meet the top. The familiar rule — at least 3 ft (914 mm) above the highest point where the chimney passes through the roof, and at least 2 ft (610 mm) above anything within 10 ft (3.05 m) — comes from NFPA 211 and appears in the residential code as adopted. A chase built to the drawing and then found short is rebuilt after the roof is on, through the flashing that was just fitted.
Take the casing dimension and the clearance from the chimney system's own instructions and let this give you the framed opening, remembering it is the rough opening around the chimney — the cladding thickness and the flashing that wraps it are added on the outside of that.
The width of the chimney or flue assembly itself.
The depth of the chimney or flue assembly itself.
The minimum clearance from the chimney/flue to any combustible framing, per the manufacturer's listing.
Required chase opening area
3.89 ft²
Clearance-to-combustibles is appliance- and chimney-system-specific per the manufacturer's listing and the applicable fuel gas/mechanical code (NFPA 211 governs solid-fuel chimneys) — always use the exact clearance from your specific unit's installation instructions, never an assumed value.
- Chase opening width
- 2.33 ft
- Chase opening depth
- 1.67 ft
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Fireplace/Chimney Chase Framing Clearance Calculator: 3.89 ft² — 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
- The airspace this opening creates has to stay empty for the life of the chase. It is the ventilated gap that keeps framing below its ignition temperature, so blowing attic insulation across it, or packing mineral wool into it because the chase feels cold, voids the very listing the clearance figure came from — the opening measures right and the framing still chars.
- Nothing here firestops the chase. Where it passes a floor or ceiling the gap around the chimney has to be closed at each level with the material the listing names, usually sheet metal or a listed firestop spacer, and a chase left open top to bottom is a vertical shaft that takes a basement fire into the attic in minutes.
- Flue termination height is a separate rule this page does not reach: the chimney has to finish at least 3 ft (0.91 m) above the roof where it passes through and 2 ft (0.61 m) above anything within 10 ft (3 m) of it. A chase framed to exactly the right clearance around a flue that stops short still pushes smoke back into the room every time the wind swings.
Ordering It as Pieces, Not as Metres
Lead is bought as a girth and a code, and it is fitted as pieces of a limited length, so a merchant order built out of a single running total will be wrong in a way that only shows up on the roof. Work through it in the order the pieces get fitted. The back gutter is one piece, made to a girth that adds up the sole, the upstand, the turn-up and the turn-outs at both ends, and it is not a length from a run. The apron is one piece if the stack is narrower than the maximum piece length and two lapped pieces if it is not. Only the raking sides are a run, and even those are counted rather than measured where soakers are involved.
Count the soakers off the gauge, not off a tape. A side run of 0.65 m on a slate roof laid to a 200 mm gauge — that is a 500 mm slate at 100 mm lap, so gauge is slate length less lap, halved — takes four courses up the side and a fifth to close the top, so five soakers a side and ten for the stack. Cut a couple of spares while the sheet is on the bench, because the eleventh one is a whole trip. Each is gauge plus lap plus 25 mm long by about 175 mm wide, which puts a dozen of them at roughly 0.68 square metres, or about ten kilos in Code 3.
Then convert the runs that really are runs. Add the laps before dividing, not afterwards: each joint between pieces on a raking run laps in the direction of fall, and the lap grows as the pitch flattens, so the figure to divide is the raking length plus every lap. Divide that by the piece length the manual allows rather than by the length of the roll, and cut the pieces from a strip nested so the offcut of one step becomes the step of the next, which is how a stepped flashing comes out of a rectangle with very little scrap in it.
- Girth every piece separately — apron, back gutter, cover flashing, soaker — and write each one down before any of them is cut.
- Take the raking side lengths off the pitch, not off the plan, and add the laps to them.
- Divide each raking run by the maximum piece length for its application, and round up.
- Count the soakers off the gauge of the covering and add two spares per stack.
- Order the lead cut to width from the roll at each girth, so nothing is trimmed on the scaffold.
- Add the consumables to the same order: lead wedges, patination oil, pointing mortar, tilting fillet timber, and bituminous paint if anything is bedded in fresh mortar.
Run it once per girth, entering the run with its laps already added and the piece length as the stock or maximum length you are actually cutting to, and you get a piece count a merchant can pick rather than a total somebody has to interpret.
The combined length of all flashing runs needed on the job.
The length of a single flashing sheet or cut coil piece as supplied.
Flashing sheets needed
5 sheets
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Exterior Flashing Layout Trim Sheet Calculator: 5 sheets — 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
- Rounds up on the total when each run has to come out of one sheet. Five separate 3.5 m (11.5 ft) runs from 3.05 m (10 ft) stock take ten pieces, not the six that dividing the combined 17.5 m (57 ft) suggests, because offcuts do not join end to end. Run this per length of flashing rather than per job total.
- Says nothing about coil width. Flashing is brake-formed from flat stock, so the stock has to cover the developed girth — every leg, plus hems and the metal taken up in each bend — and coil comes in fixed widths. The right number of pieces in stock too narrow to fold the profile is not usable material.
- Blind to the metal. Aluminum against pressure-treated lumber or in contact with a copper gutter corrodes at that contact, gauge decides whether a long run stays flat or oil-cans, and pre-finished coil carries a coating that will not survive being folded the wrong way. A sheet count chooses none of that.
What Is Left When the Scaffold Goes
Oil the new lead on the day it goes on. It takes minutes, and the alternative is a white carbonate wash down whatever sits under the stack, permanent on light render or a pale tile. While the scaffold is still up, run water down the roof above the stack — not at the flashings, at the covering upslope of them — and watch the back gutter discharge at both ends. That is the test that proves the detail rather than the sealant.
Then write down what nobody will be able to see again: the code used on each piece, the girths, the piece lengths and where the laps fall. It is folded into the joints and buried under the courses, and the next person at this stack will otherwise be guessing at it from a ladder. A photograph of each face before the covering closed over it, with a tape in the frame against the apron cover and the gutter sole, is worth more to that person than any invoice.
What to settle before the lead is cut
A stack order is four girths, one perimeter taken off the pitch, and a count of small pieces. None of it comes off the plan, and only one line of it is a length.
- Raking perimeter of the stack at the roof line — Front and back at their plan width, sides at plan depth divided by the cosine of the pitch — on a steep roof that is a whole extra piece of lead.
- Girth of each piece, written separately — Apron, back gutter, cover flashing and soaker are four different girths; the apron is the chase depth plus the upstand plus the cover, plus a dressing allowance for the profile.
- Code for each piece, and the colour on the roll checked — Lighter for hidden soakers, heavier for the back gutter and anything exposed or trodden on; weight per square metre is thickness times 11.34, so an unmarked roll can be checked.
- Soaker count off the gauge of the covering — Courses up each side plus one to close the top, times two sides, plus spares — a count, not a run, and useless where the covering has a profile.
- Back gutter width against the saddle threshold — Above the width the adopted code sets for a cricket, the gutter becomes a framed saddle whose ridge height is half the up-slope width times the roof pitch.
- Access, and who is going near the stack — The masonry, the flaunching and the pots get inspected on the same visit as the lead, from the same scaffold, because the second visit costs more than the first.
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.
