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Kamloops, BC
A flat roof holds water until a drain takes it away — and in this city the governing number is not the annual rainfall, it is the worst single day. That gap is why low-slope roofs here get under-drained.
Kamloops gets very little rain. That fact, which is true, is quietly responsible for a lot of badly performing flat roofs in this city — because the number that governs a drainage design is not the annual total. It is the worst single day.
City of Kamloops — climatic design data
Maximum one-day rainfall: 57 mm · Maximum 15-minute rainfall: 13 mmCity of Kamloops Building By-law No. 11-80, Climatic Data table. The by-law is consolidated for convenience and the table dates from 1993 — confirm current design values with the City’s Building Inspection Section.
Set those two figures against an annual rainfall measured in the low hundreds of millimetres and the shape of the problem appears. A substantial fraction of the year’s rain can arrive in a single day, and a meaningful part of that can arrive inside a quarter of an hour.
A sloped roof does not especially care. Water leaves a pitched surface because gravity makes it, and the gutters are the only thing that has to keep up. A flat roof has no such luxury: it holds water until a drain takes it away. Size that drainage for the average and it will be overwhelmed by the event — and the event is the only condition that ever matters.
Flat roofs are not flat. They are built with a deliberate fall toward drains, and the working definition of ponding is water still standing more than forty-eight hours after the rain stopped. Past that point it is not draining; it is sitting.
Standing water does four separate kinds of damage, and they compound:
The most common serious fault on a low-slope roof is not a failed membrane. It is drainage that had no margin.
Primary drainage is the route water is supposed to take — internal drains, or scuppers through the parapet. It is sized for the design event and it works until it blocks. Which it will, because the same wind that brings the storm brings the debris, and the debris arrives at the drain first.
Secondary or overflow drainage is the one that exists for the day the primary is plugged. It is set slightly higher than the primary, so it does nothing at all in normal use, and it is the difference between a nuisance and water coming through the ceiling. On a roof with a parapet it is often an overflow scupper. Its other job is diagnostic: if water is discharging from the overflow, the primary drain is blocked right now and somebody should be on the roof today.
Worth asking directly about your building: how many primary drains, where are they, is there an overflow, and what is its discharge point. If nobody can answer, that is the finding.
Whatever the system — a single-ply sheet, a modified bitumen torch-on, a built-up assembly — the open field of the roof is the part doing the least work and lasting the longest. Failures cluster at the interruptions.
Seams are where two sheets join, and they are only as good as the day they were made. Terminations are where the membrane stops — up a parapet, into a reglet, under a cap flashing — and they carry the movement of two different assemblies pulling against each other. Penetrations are every vent, drain, pipe, curb and mounting foot, each one a hole in the weather layer with its own detail. And changes of plane, the inside corner where the deck turns up a wall, take the most strain in the assembly.
The practical consequence is that a flat roof in reasonable condition with three bad details is a repair, not a replacement — and a flat roof whose field membrane has gone chalky and brittle across the whole surface is the reverse. Mechanically fastened equipment mounted after the fact is the single most common source of trouble, because it was rarely detailed by whoever installed the roof.
A sloped roof sheds snow. A flat roof accumulates it, holds it for the season, and then has to get rid of the meltwater — often through a drain that is still frozen. That is the specific failure sequence to watch for: a warm afternoon melts the surface of the snowpack, the water runs to a drain that has not thawed, and it ponds on a roof already carrying the weight of the snow that produced it.
It is also why the City does not apply a single ground snow load across Kamloops. Its building by-law sets out two zones rather than one, and elevation is the reason. A low-slope roof up the hill is not carrying the same design case as one on the valley floor. Confirm the design values for your address with the City of Kamloops or a structural engineer — that is an engineering figure, not something to take off a website.
If water is already coming through the ceiling, finding where it entered is its own discipline and it is rarely above the stain — see roof leak repair. If you need the condition of the whole roof established in writing before deciding anything, start with an inspection. And if the field membrane is done rather than the details, that is a replacement.
Tell us what the roof is doing and we’ll pass it to a local Kamloops roofer for a quote.
Because drainage is designed against the worst single day, not the annual total. The City's climatic table puts maximum one-day rainfall at 57 mm and maximum 15-minute rainfall at 13 mm, against an annual total in the low hundreds of millimetres. A large share of the year's rain can arrive at once, and a flat roof holds water until a drain removes it.
Water still standing more than forty-eight hours after the rain has stopped. Past that point the area is not draining, it is holding. Ponding concentrates ultraviolet damage, freezes and thaws repeatedly through a Kamloops winter, adds weight to a deflection that then deepens, and hides debris matting over the drain.
It is a second drainage path set slightly higher than the primary one, so it does nothing in normal use and takes over when the primary blocks. It is the difference between a nuisance and water through the ceiling. It is also diagnostic: if water is discharging from the overflow, the primary drain is blocked at that moment and somebody should be on the roof.
Not in the open field. Failures cluster at seams where two sheets join, at terminations where the membrane stops against a parapet or wall, at penetrations such as vents, drains, pipes and equipment curbs, and at changes of plane where the deck turns up a wall. Equipment mounted after the roof went on is a common source, because it was rarely detailed by the original installer.
A roof in reasonable condition with a few failed details is a repair. A roof whose field membrane has gone chalky and brittle across the whole surface is not, because patching into a membrane with no flexibility left tends to create the next failure at the edge of the patch.
It accumulates rather than sheds, holds the snow for the season, and then has to clear the meltwater, often through a drain that is still frozen. The sequence to watch for is a warm afternoon melting the surface of the snowpack into a drain that has not thawed, which ponds water on a roof already carrying the weight of that snow.