What a 1930s copper roof tells you before you strip it
An old copper roof has already written most of its own replacement specification in bay widths, opened welts and torn clips. Here is the order to read it in before anyone lifts a seam.
Before a single clip is lifted, an old copper roof has already given you most of the specification you need to replace it. The trouble is that it gives it in a language of tarnish, sag and staining, while the job sheet usually asks only for ‘strip and re-cover like for like’. What follows is the order I work in on an interwar copper roof, written up after a run of three on civic buildings in the West Riding this summer.
Start with the bay widths, and measure every bay, not one. Interwar copper was usually supplied as 1.8 m × 0.6 m sheets, which, once you take off the turn-ups for a double-lock seam, leaves a finished bay of about 525 mm. If you find bays of 450 mm or less, either someone was working with narrower sheet or they were nursing a structure that moved, and you want to know which before you specify 600 mm strip. On the second of our three roofs, two bays by the parapet ran at 410 mm, and the boarding under both had been patched twice.
Next, the cross-welts. Short-sheet roofs of this age have a transverse joint every 1.8 m or so, staggered between bays. Count the welts that have opened and note which side has lifted. A welt that has lifted on its downslope edge has been working against clips that should have been able to slide. One that has split along the fold usually means the sheet was about 0.45 mm (roughly 20 oz to the square foot) rather than the 0.6 mm you will be fitting now, and that the fold was dressed too hard on a cold morning.
Then the clips. Open one seam at the ridge and one at the eaves with a seam opener and look at the cleats. Original work typically has copper cleats at 300–375 mm centres, fixed with copper clout nails into softwood boarding. If the cleats have pulled their nails, the boarding has gone soft and you are now pricing a deck, not a covering. If the cleats are sound but the sheet has torn round them, the roof never had sliding clips. Those sheets have spent ninety years fighting their own expansion, which comes to about 1 mm per metre for every 60 °C swing between a winter night and a July afternoon.
Look at the patina last, and don’t read it as a sign of health. Uneven green across slopes is normal, and a roof that has gone fully green has not necessarily stayed watertight. Bright green streaking below a single seam usually marks a split or an opened welt just above it. A black, almost lacquered patch that has never turned is generally a dip where water stands after rain. Both belong on the drawing, because both tell you where the new sheet will be asked to work hardest.
Then draw it all. Make a 1:50 roof plan with every bay width written in and every opened welt and torn clip marked, plus a 1:5 section at the worst abutment, usually where the copper turns up against a parapet or a stair turret. The conservation officer will want this for the consent. The next roofer, in another ninety years, will want it more.
Finally, like for like rarely means identical. On these three roofs we kept the bay rhythm and the double-lock profile, because both read clearly from the street. We changed the sheet to 0.6 mm, used long-strip lengths of up to 6 m where the falls allowed, put a fixed zone of clips in the middle third of each length with sliding clips beyond it, and laid a structured underlay over new boarding. Nobody looking up from the pavement will see the difference until the new copper starts to turn.