Roof Lantern Installation
Flat-roof glazing sized to the room and detailed into the kerb below it.
View this service →Canal-side, industrial conversions. What that means for getting glass into a roof here is the whole of this page.
Flat-roof glazing sized to the room and detailed into the kerb below it.
View this service →Flush and kerb-mounted units into single-ply, felt and GRP flat roofs.
View this service →Roof windows trimmed into slate, clay and concrete tile without proud flashing.
View this service →We install VELUX alongside Fakro, Keylite and Roto roof windows.
View this service →Actuated opening units, rain sensors and controls, wired and commissioned.
View this service →Specified on U-value and g-value, not on the brochure photograph.
View this service →Heybridge is a harder place to generalise about than most. Within a mile of the Chelmer and Blackwater Navigation you can find a nineteenth century ironworkers’ terrace, a former factory building converted into flats, a timber chalet on the sea wall at the Basin, and a trussed rafter estate house finished in the last decade. Each of those wants a different rooflight and a different set of details around it.
This page works through the building types Heybridge actually contains and what each one demands: the wide span structures left by the Bentall works, the exposure at the Basin, the low ground that governs how a flat roof has to drain, and the width limit that a modern truss puts on any roof window. Sunspire covers Heybridge from Chelmsford, as it does the rest of the areas we cover map, with the survey done on site before any figure is fixed.
The ironworks shaped the village and left behind a stock of industrial buildings, several of which now contain flats and houses. A converted works building behaves nothing like a house that was built as one.
The roof is usually a wide span carried on steel or heavy timber trusses at wide centres, with purlins running between them and a lightweight covering laid over the top. There is often no rafter in the sense a domestic installer expects. What that means in practice is that an opening is formed between structural members rather than trimmed through them, the size is set by the purlin spacing, and anything larger becomes a structural exercise with a calculation behind it rather than a carpentry one.
Cutting a member in a wide span roof is not the same as doubling a rafter in a cut roof. A steel truss or a bolted timber truss is carrying tension and compression through specific members, and removing any of them redistributes load across the whole frame rather than just locally.
So the honest answer on a conversion is often that the rooflight fits the structure rather than the other way round. A run of narrower units following the purlin bays gives more glass, more evenly spread, than one wide unit that needs a designed trimming solution and a longer programme. Where a large opening genuinely is the right answer, it goes to a structural engineer first, and that changes the lead time as well as the price.
Some of the surviving industrial fabric carries a sawtooth profile: a steep glazed slope facing roughly north paired with a shallow solid slope facing south. The idea was even, glare-free daylight over a factory floor, and it works exactly as well over a living space.
Where those slopes survive, the original glazing is usually wired glass in steel or timber glazing bars, well past its working life thermally. Putting modern insulated units into that geometry means matching the sightlines while getting a sensible U-value, and the steep pitch is comfortable for a standard roof window. The one thing to watch is that a north light slope was designed to be seen from underneath, so a bulky modern frame reads badly in a space where the rhythm of the bars is the character.
Lightweight coverings are common on the converted stock and on outbuildings across the village. Profiled steel, aluminium standing seam and fibre cement sheet all appear, and none of them takes a domestic flashing kit.
Each is weathered by a purpose-made kerb and flashing designed for the sheet profile, fixed through the crown of the profile rather than the trough, with the sheet cut back and dressed to a formed upstand. The fixings are sealed washers rated for the sheet, and on any of these systems the number of penetrations matters, because every one of them is a future path for water. On fibre cement, age is the other consideration: older sheet becomes brittle and will not tolerate foot traffic, so crawling boards go down before anyone walks on it.
Down at the Basin the character changes again. Lock keepers’ cottages, timber-clad chalets and single storey buildings sit tight against the water where the Navigation meets the estuary, many of them lightweight structures on shallow foundations.
Two things follow. The roofs are often low pitched with light timber structure, so unit weight is a genuine input rather than a formality, and a heavy triple glazed lantern is not always the sensible call. And the buildings sit fully exposed to wind coming straight off open water with nothing between them and it. Fixing centres for the covering, the flashing laps and the mechanical fixing of any kerb all want tightening beyond the standard detail in that position.
Wind driven rain is the governing condition at the Basin, not rainfall volume. Water arriving horizontally at speed is pushed up vertical faces and under laps that would shed a vertical downpour without complaint.
The practical responses are a taller upstand than the standard hundred and fifty millimetres where the position justifies it, flashing laps increased beyond the minimum, and mechanical fixing rather than reliance on adhesive at the perimeter. Salt is the second half of the problem. Fixings go in at A4 stainless, coatings want a marine rated finish, and cut edges get treated rather than left. None of that is expensive at installation and all of it is difficult to add later.
The nineteenth century terraces built for the works follow a tight pattern: two storeys, shallow plan, slate or plain clay tile, and a rear addition at single storey holding the kitchen. Rafters are hand cut and generally at four hundred or four hundred and fifty centres, with a purlin at mid span.
A roof window in the rear slope of the main roof is straightforward carpentry in this stock, with the rafters either side doubled and trimmers above and below. Slate is the covering that rewards care: it is thin, flat and brittle, it takes a low profile flashing kit dressed tight, and slates that are lifted rather than broken can go back down. A proud flashing on a slate roof is visible from the street and it also holds water.
Heybridge has grown substantially, and the modern estates north and west of the old village are a different proposition again. Concrete interlocking tiles, shallow to moderate pitches, and trussed rafter roofs throughout.
Concrete interlocking tile has a deep profile, and it needs a flashing kit designed for that depth. Fitting a kit intended for a plain tile leaves the apron bridging the troughs of the profile with a void underneath it, which looks acceptable from the ground and is not. On newer estates it is also worth checking the planning conditions attached to the development, because permitted development rights for roof alterations are quite often restricted by condition on estates of this age.
Anything in Heybridge built from the nineteen sixties onwards almost certainly has a trussed rafter roof, and the trusses are usually at six hundred centres.
The rule is simple and it disappoints people. Truss webs and the bottom chord are engineered components carrying load, and they are not cut. A roof window in a trussed roof therefore sits between two trusses, which caps the structural opening at around five hundred and fifty millimetres of clear width unless an engineer designs a trimming solution with the load taken to a new bearing. Two narrow units set side by side with a common flashing between them is very often the answer where somebody arrived wanting one wide one, and it delivers a comparable area of glass.
Across the older village, the rear addition usually carries a felt, single ply or GRP flat roof at low level. These are the easiest positions to work in and the ones where the detail is most often skipped.
On any of these coverings there is no flashing kit at all. The membrane itself is dressed up the face of the kerb and terminated under the unit, which means the kerb has to be built first, square, level, and with the deck falling away from it in the right direction. Where the addition abuts the main house, the covering also has to rise up that wall and terminate in a chased flashing, and the kerb must hold its height above the finished surface at that end too.
A converted works building tends to have hard surfaces: exposed brick, concrete or steel, a high ceiling and very little soft furnishing. Sound behaves quite differently there than it does in a plastered bedroom.
Rain on a rooflight in that kind of space is noticeably louder, because the volume reverberates rather than absorbing. Two specification choices reduce it meaningfully and both are made at order. Laminated glass in the outer pane damps the drumming, because the interlayer absorbs vibration a monolithic pane simply passes on. An asymmetric unit, where the two panes differ in thickness, breaks up the resonance instead of reinforcing it. Neither can be added to a unit after it is glazed.
Deep plan conversions produce internal rooms: a bathroom or a hallway in the middle of the floor plate with no external wall and no roof directly above it that is easy to open up.
A sun tunnel is the tool for that. It is a reflective duct carrying daylight from a small opening in the roof surface down through the void to a diffuser in the ceiling below, and it needs no structural opening beyond a single rafter or purlin bay. The rigid type performs better than the flexible one over any distance, because every bend and every corrugation costs light. Run it as straight and as short as the structure allows and the output is genuinely useful in a windowless room.
Where a loft or an upper floor in a conversion contains a habitable room, Part B may require an opening that can serve as a means of escape, and the rooflight is often the only candidate.
An escape window has to meet a clear opening area and minimum clear dimensions, and the bottom of that opening has to sit within a defined height range above the floor. That combination rules out some unit types entirely, because a centre pivot with the pivot at mid height does not give a clear route through. A top hung unit that swings to a wide angle does. This is a decision made at design, since it determines the model, the size and the position all at once.
New rooflights and replacements into existing openings are both notifiable in England. Part L sets the thermal standard, Part K applies where there is a risk of falling, and Part B governs escape provision. On a conversion there may also be a fire strategy for the building as a whole that the works have to sit inside.
Sunspire handles the notification as part of the job. The value of that is not on installation day, it is at sale, when a buyer’s solicitor asks for the completion certificate and there is one to hand over.
The quote comes in two stages: a range by email once the building type and rough size are known, then a fixed written figure after a survey, with the workmanship covered by a ten year guarantee.
What moves the number here is fairly predictable. Structure moves it most, because a converted industrial roof may need an engineer. Covering moves it, since a profiled metal sheet detail takes longer than a felt one. Access moves it, particularly at the Basin where working room is tight. Send a photograph of the roof from outside, one of the ceiling from below, and a note of what the building originally was, and the first figure comes back quickly. Typical ranges by job type are on the costs page.
We start with the building, the covering and the slope. Then we tell you what will suit it, and what it will cost, as a fixed written number.
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