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84 Sentences With "downpipes"

How to use downpipes in a sentence? Find typical usage patterns (collocations)/phrases/context for "downpipes" and check conjugation/comparative form for "downpipes". Mastering all the usages of "downpipes" from sentence examples published by news publications.

Heavily redacted plans published by The Royal Borough of Windsor & Maidenhead show the Duke and Duchess of Sussex are taking care to renovate every inch of the property — previously described as "pretty dilapidated" by royal biographer Ingrid Seward shortly after the couple's move was announced —  by redecorating its gutters and downpipes.
It has a slate threshold and step. The stair window is leadlight in an art-Nouveau design. There are copper gutters, spouts and downpipes which feed into cast iron downpipes about 2 metres from ground level. Brick sills have been rendered and painted.
As at 24 July 2014, some new fibrous plaster ceilings and cornices, some original timber boarded ceilings and cornices, original cedar joinery, original galvanized corrugated iron roof and water tank sheeting, ogee gutters and round downpipes in parts and intrusive gutters with square downpipes elsewhere, painted timber linings, joinery and decorative timberwork, stone flagging and timber tank stands.
Distinctive convict markings (such as frogs, and tally bricks) can be seen in the brickwork adjacent to entry door. Copper gutters and downpipes. Cedar joinery throughout interior.
As at 18 October 2007, the condition of the building was generally good. Downpipes discharge to ground. The exterior is architecturally intact. Internal equipment has been completely altered.
They sometimes stray inside houses and are found in such places as sinks and toilets. They can also be found on outside windowsills at night, eating insects attracted to the light, and they may gather under outdoor lighting for the same reason. They sometimes occupy tanks (cisterns), downpipes (downspouts), and gutters, as these have high humidity and are usually cooler than the external environment. They may be drawn to the downpipes and tanks during the mating season because the fixtures amplify their calls.
Four exhaust downpipes join a box below the engine where the gases are split to exit through two silencers. The crankshaft is geared directly to the clutch. No counter balancer shaft is used. Starting is by electric starter only.
Gutters and downpipes are sympathetic in style. Two entrance doors have been replaced with steel roller doors. Later chain wire boundary fences have been added to the site. Transformer yard and equipment has been upgraded and replaced multiple times.
Heritage Office report, 2008. In 2011, the slate roof, guttering and downpipes needed repair.Grant application, 2011. As a fine example of the colonial regency style still remaining in a legible picturesque landscape, the Priory has an integrity that is unique.
It is set behind a substantial parapet wall on all four sides. Four prominent, sheet metal rain water heads are set symmetrically on the surface of the brickwork on both of the north and south elevations and drain into sheet metal, rectangular section, surface mounted downpipes.
This includes lighting which illuminates the towers. These are in vandal resistant boxes mounted outside the approach parapets. Downpipes and drainage was installed to remove water ponding in 1974 works. Galvanised wire mesh grillesare provided to prevent bird access to the suspension cable saddle areas on each tower.
The east side was historically known as the "Green Pipe Side" (), referring to the verdigris on the copper gutters and downpipes. Its name in Polish is Strona Zielonej Trzciny ("Green Reed Side"). Opposite the main facade of the Town Hall, the east side comprises the houses no. 29 through 41.
The roof is constructed of trimmed tree poles, covered in she-oak (Casuarina sp.) shingles, now sheeted in corrugated iron.Sheedy, c.1980 Gutters and downpipes are modern. Roof timber members appear to be original including wide and close centre battens, round section rafters and collar ties and some ceiling joists.
Although tarpaulin sheets and other waterproofing membranes can be commonly found spread over tile roofs and weighed down by bricks or timber members as an expedient measures. Galvanized iron gutters and downpipes complete the water removal system of traditional roofs. Water from the roofs are eventually drained off to the open surface drains.
An additional entry to the post hall was on the Hall Street elevation, flanked by two rendered pilasters. This is part of a later addition. The eaves were boxed with planking transverse to the streets; the gutters and downpipes are copper. The window sills were bull- nosed in a standard domestic manner.
The flat roof was made from poured concrete. Water drained into internal downpipes. These leaked internally, and water also damaged the crenellations and elements of the exterior. Extensive repairs were carried out in 1993 in the original Griffin house and 1943 extension due to leaks having caused water damage to stone, concrete and timber.
28 Woodpeckers choose a surface that resonates, such as a hollow tree, and may use man-made structures such as gutters and downpipes. Drumming serves for the mutual recognition of conspecifics and plays a part in courtship rituals. Individual birds are thought to be able to distinguish the drumming of their mates and that of their neighbours.
Low Significance Fabric: Copper downpipes; new slate roof and metal roof; WC pan; wall basin (part of former back). The place is important in demonstrating the principal characteristics of a class of cultural or natural places/environments in New South Wales. It is representative of government- designed worker housing from the pre-World War I period.
Low-pitched corrugated iron roofs are hidden from view behind brick parapet walls. Rainwater, collected in concealed box gutters, is discharged through the parapet walls into painted metal rainwater heads and downpipes. Metal ladders bolted to external walls provide access to the roofs. Set behind the original low brick fence, the house faces southeast across High Street.
Subsequent conservation works have involved repairs to guttering, downpipes and drainage. Earth has been regraded so as to direct water away from the walls. ;St. Peter's Parish Hall: The hall stands in good condition, with a sound roof. The bricks, stonework and pointing are generally in fair condition, although rising damp remains a problem in places.
The Barker Street facade was blank and painted in two tone olive green paint, in line with the upward slope of the street. There was evidence of an early concrete wall, the silhouette of panelled areas being discernible in the upper section of the wall and the configuration of the downpipes appeared to be the same as for the Astor.
Pitched slate roof with clay ridge tiles, overhanging eaves and verges, decorative uPVC fascias, and bargeboards. Vitrified brick chimneystacks to ridges with moulded yellow brick bands of houndstooth detail. Replacement uPVC gutters with cast-iron rainwater downpipes. Smooth rendered walls with raised rendered block-and-start quoins and plinth, coved houndstooth cornice to eaves of bay window, now obscured by fascia.
The west facade is only visible from roughly halfway up the original window openings around which light wells have been constructed. The facade exhibits the same sandstone blockwork as the north and south walls with similar treatments around the windows. The area under the gabled roof end is covered with vertical galvanised sheeting. Downpipes exist at north ends of the wall.
Thermal barrier ceramic coatings are becoming more common in automotive applications. They are specifically designed to reduce heat loss from engine exhaust system components including exhaust manifolds, turbocharger casings, exhaust headers, downpipes and tailpipes. This process is also known as "exhaust heat management". When used under-bonnet, these have the positive effect of reducing engine bay temperatures, therefore reducing the intake air temperature.
The building has metal rainwater downpipes surface mounted to the face of the building with large, prominent rainheads. The garage is separated from the main building by a narrow concrete floored alley. Attached to the rear of the garage is a ladies toilet. Behind this is a concreted area and further back is a detached gents toilet block with a skillion roof.
Janspeed fabricates performance exhausts for a multitude of vehicles and leading car makers. After gaining Tier 1 & 2 supplier status, Janspeed now focuses on larger volume OEM projects. In previous years, Janspeed catered to bespoke orders and designs and supplied individual exhaust parts such as downpipes and manifolds. The company also provided turbocharger applications and conversion kits for many different car makers.
It has a skillion roof clad in corrugated steel with modern gutters and downpipes, and the building has been partly reclad in Hardiplank. The original windows have been replaced. The building has been modified internally, and now consists of a women's toilet and an office, the shelter section having been enclosed. Two plastic water tanks to the south of the building are not significant.
A large Victorian Gothic church building constructed of solid masonry walls, performed stone arches, traceried windows and keystones to and about doors and window openings. It is a solid structure with engaged buttresses. The tower is divided by decorative string courses and the transept and chancel ends are gabled with continuous stone copings. The roof is slate with ventilation ridges and copper gutters and downpipes.
There is a raised concrete platform to give access, fitted with a steel handrail, and aluminium awnings for protection. One set of boxes have been inserted into a former window aperture, and the brickwork above has been patched. The sorting room is a single storey structure, under a gabled roof with a brick parapet. It has Marseilles-pattern roof tiles exposed rafters, quad gutter and rectangular downpipes.
The substation has been substantially altered internally over its life, including the replacement of most internal equipment. It was connected to Substation #72 at Five Dock on 11 October 1933. On 15 August 1934 it was decided that a new Merz Price Balanced Voltage System was to be installed once the Clyde Engineering Works substation was online. The original roof, gutters and downpipes have been replaced.
As at 23 July 2002, The physical condition of the school and residence is poor with problems such as rusting or roof iron, gutters and downpipes and deterioration of exposed timber elements and painted finishes: # Restored school to be used for community seminars - by school children and adults; and # Residence to be used by caretaker/guide for the heritage precinct on both sides of Castlereagh Road.
The chapel is fitted with copper gutters and downpipes. Internally, the chapel is rendered with a marble altar at the northern end of the building. A number of stained glass windows, as well as timber pews, are located in the chapel. A window opens in the upper section of the west wall of the chapel, this same window forms part of the convent wall.
Here it is fed into the giant downpipes of the Walchensee power plant. 200 metres lower the plant releases this part of the water into the Kochelsee. From here it flows into the river Loisach, Isar's second most important tributary. Not far down the river a large reservoir called Sylvensteinsee was created between 1954 and 1959 to make more energy generation possible and also to avoid flooding.
A gabled entry porch with hipped returns provides a protective covered entrance to the church from the west. The roofs to the church are clad with recent terracotta roof tiles and external walls are clad with weatherboards. It is supported on a mixture of timber and concrete stumps approximately one metre from the ground. Gutters are formed in metal with a quad-profile and drain to recent square profile downpipes.
The steel rainwater heads and downpipes from the 1928 alterations and additions have been retained, as has the 1938 "Ladies" signs. Internally, the ground floor of the Substation is free of internal partitions. The upper level floor and walls are supported on steel beams situated above the substation wall. The ground floor is concrete with trenches running along the eastern, western and southern walls with metal cover plates.
Eleven original large timber braced-and-ledged vertical sliding doors remain to these openings providing access to the dock within. Rainwater heads and downpipes run down these elevations. The south elevation is distinguished by four sets of timber framed upper windows with glazed and fixed timber louvres to the upper face. The west elevation is punctuated by a number of openings including timber framed casement windows to the mezzanine office.
The roof form is hipped at the front (east-west alignment) with hipped extensions on the two bays on the sides of the front roof. The rear roof form of the residence is a series of four hipped roofs with a northsouth alignment, sitting behind the front hipped roof form. The roof material is silver galvanised steel with dark green box gutters. Downpipes are predominantly painted to match the red bricks, except where potentially replaced.
The most easterly cottage of the group has a small timber deck to the north and the next two cottages west are connected by an enclosed space. The fourth cottage along has a timber clad extension running along the south side. There is a mixture of timber and aluminium framed windows throughout. A number of galvanised iron water tanks stand to the north of the cottages and downpipes are a mixture of PVC and metal.
Many households, and some small communities, rely on rainwater for their drinking water supplies. Roof-fed systems are highly vulnerable to contamination by ashfall, as they have a large surface area relative to the storage tank volume. In these cases, leaching of chemical contaminants from the ashfall can become a health risk and drinking of water is not recommended. Prior to an ashfall, downpipes should be disconnected so that water in the tank is protected.
The FJ1200 uses a four cylinder in-line layout and is air-cooled. Sixteen valves are operated by a chain-driven double overhead camshaft; valve clearances are adjusted using shims. The four constant-velocity carburettors are mounted in a bank behind the cylinders and feed each cylinder through a short intake manifolds. Four exhaust downpipes join a box below the engine where the gases are split to exit through two silencers (mufflers).
Finely detailed sheet metal rainwater heads and downpipes are prominently placed on the north and south elevations and contribute to the verticality of the design. The western side, facing Norman Avenue, features a large steel roller shutter protected by a curved metal hood. The southern end of the building has been extended to accommodate a toilet. This single storey extension features panels of English bond and garden bond brickwork formed between engaged corner piers.
The upper level windows in the rendered bays have semi-circular arched openings, with three courses of unrendered brick above them for emphasis. All the windows in the rendered sections are grouped in pairs that are separated by unrendered bands of brick that have their bonding pattern picked out. White painted downpipes run down the wall in these locations. Raised lettering with the name of the store and the goods it provided are a feature of both facades.
Welded to the steel columns and beams are lighter steel frames. The infill panels of glass have been removed, as have some of the steel ones, while others are corroded. The seating is made with painted timber slats supported on timber studs and some steel framing. The downpipes taking water from the box gutter continue the rhythm of the columns, piercing the timber caps that join the two sides of seating at the centre of each gap.
His desire to free himself from Wright's influence led him to explore spatial relationships between living, working and dining areas and how spaces could be closed off with folding screens.The house is built almost entirely of in situ concrete. Raymond's workforce were enthusiastic in their use of this new material, likening it to the walls of traditional kura storehouses. The house itself had metal fenestration, tubular steel trellises and traditional rain chains rather than rainwater downpipes.
St Oliver's National School Stonetown's national (primary) school, Saint Oliver's National School, was built in 1952 and is a detached nine-bay single-storey building. It has a pitched slate roof, clay ridge tiles, painted roughcast rendered chimney stacks, smooth rendered corbelled caps, and circular cast- iron downpipes and vent pipes. The school is surrounded by painted stone walls, wrought-iron gates, v-shaped stiles with stone steps. As of early 2020, the school had an enrollment of 26 pupils.
Downspouts (downpipes, rain conductors or leaders) are used to convey rainwater from roof gutters to the ground through hollow pipes or tubes. These tubes usually come in sections, joined by inserting the male end (often crimped with a special tool to slightly reduce its size) into the female end of the next section. These connections are usually not sealed or caulked, instead relying on gravity to move the rainwater from the male end and into the receiving female connection located directly below.
Problems with the Savoyes caused by all the requests for additional payment from the contractors for all the changes were compounded by the need for early repairs to the new house. Each autumn, the Savoyes suffered rainwater leaks through the roof. The exclusion of downpipes and sills which would have disturbed their aesthetic made the white surfaces more susceptible to staining and erosion from overflowing rainwater. Additionally, the building was also marred by cracks because the material was not designed for structural durability.
The roof is broken into many parts and covered with slate, mostly with terracotta ridges and occasionally copper. The guttering, rainwater heads and downpipes are all in copper and of consistent detail designed especially for the house. Internally the house displays a variety of architectural styles, from Edwardian, Classical Revival to Art Nouveau and early Art Deco. The ground floor principal rooms comprise entry hall, stair hall, dining room, drawing room, ballroom/billiard room with attached bays and attached library/smoking room.
A stainless steel downpipe marks the top of the stairs and the endpoint of the middle handrail. There were four downpipes in the original design, one next to what had been the telephone box on the south- eastern facade, another between the office and store and another between the toilet and waiting area. How many still exist is unknown as three were enclosed in various walls along the centreline of the building and cannot be viewed. It is likely that some if not all remain.
Two downpipes with prominent rainwater heads are located either side of the central window and the entrance door is located off-centre beneath the second last line of windows, towards the back lane. The pharmacy is located at street level with a recent shopfront of sliding glass doors to George Street. A deep awning returns around the corner a short distance into Turbot Street and is supported by iron tie-back rods. A doorway situated within the chamfered corner at street level, is no longer used.
The police station is located at the rear of the Court House, with access from Central Street. The rendered brick building features an 'L' shape plan with wrought iron balconies in the inner angle. The roofline rakes back from the external walls on a single pitch with galvanised gutters and downpipes. The internal facades of the building are plain rendered brick but the facade to Central Street is broken into three bays with the centre bay recessed, featuring pilasters and entablatures in a simplified classical style.
View from opposite side of Kedron Brook Road, 2015 The former substation is a two-storey building of austere appearance and is constructed of dark, glazed bricks laid in English bond. It has a metal clad gabled roof concealed by a brick parapet at the front and sides. The parapet on the front and western sides is decorated with a moulded brickwork stringcourse and a decorative band comprising three-course corbelling, brick dentils and a cornice. The sheet metal rainwater heads and downpipes are also finely detailed.
It is highly likely that at this time the old timber church hall was attached to the rear of the new church. Church records reveal that work to the hall was carried out in 1949. In 1957-58 steps were constructed to the rear and the guttering and downpipes were replaced. In 1959-60, the Townsville City Council resumed eight feet of the property at the front of the church for road purposes, which brought the front steps to the edge of the footpath.
The castle is still in partially residential use, and a two-storey house directly abuts it to the west. As a result, the castle features some relatively modern additions, including, circular cast-iron downpipes, a steel gate, square- headed door openings to north, smooth rendered surrounds, some uPVC windows, uPVC and timber and glazed doors, hipped and pitched slate roofs, random rubble stone walling, segmental-headed window openings, red brick surrounds, painted timber casements etc., as well as a collection of agricultural buildings attached to the old castle.National Inventory of Architectural Heritage, op. cit.
The front door of the building is a timber four panelled door with reeding and is surrounded by painted timber external pilasters and entablature. The main wing has two chimneys, one on the north side of the roof ridge being cement rendered, possibly brickwork with a sheet metal extension and the other on the southern side of the roof ridge being face brick work bagged over with cement with very large metal extension. Generally, roofing accessories, gutters and downpipes are modern and are either galvanised steel or zincalume.
Both ornamented and unornamented waterspouts projecting from roofs at parapet level were a common device used to shed rainwater from buildings until the early 18th century. From that time, more and more buildings used drainpipes to carry the water from the guttering roof to the ground and only very few buildings using gargoyles were constructed. This was because some people found them frightening, and sometimes heavy ones fell off, causing damage. In 1724, the London Building Act passed by the Parliament of Great Britain made the use of downpipes compulsory in all new construction.
Detailing in the play area includes bullnose brickwork on freestanding and engaged piers, eliminating right angle corners to reduce injury. The classrooms have timber floors supported on a series of articulated steel beams expressed in the ceiling detailing and stairwells; corridors and utility areas have suspended concrete floors. Downpipes are located within the walls. Four four-light casement windows with fanlights above provide ventilation to the corridor and into the classroom through double hung windows On the ground floor, the main entry hall separates the office and head teacher's rooms.
There is scroll detailing below the leadlight oculus to the eastern facade and downpipes have been chased into the sandstone to the southern facade. Some segments of the pediment to the south facade have been replaced. The roofline, with shaped rafter ends continues over the first-floor balcony, which is partially enclosed at the western end of the south side. The balcony roof is supported by squat brick and sandstone pillars, the walls have been rough cast rendered and painted cream and it has a bituminous floor covering.
The portico is accessed via central concrete steps, and has paired cast iron columns flanking a wide central arch, with narrower arches to either side, and a timber lined ceiling. The arches are formed by delicate filigree cast iron valances, and fine cross- braced metal balustrading is located between the columns. The verandah has similar cast iron columns, with cast iron brackets, supporting a corrugated iron skillion roof. The cast iron columns also act as downpipes for the verandah roof, and discharge into pipework built into the concrete verandah.
A large pipe organ completed the project and in 1919, with all debts dissolved, St Carthage's Cathedral received its solemn dedication by the Apostolic Delegate, Archbishop Cattaneo. In 2007 the cathedral was seriously damaged by hail storms in the region. An appeal to restore the cathedral commenced in 2007, with initial plans to construct the spire initially designed by Wardell. However, when commissioning the works in 2009, the main focus of the project was on roof slates, stained glass windows, and lead downpipes; with completion of the stone steeple ruled out.
A block (now QUT A block), 1999 Adjacent to the Main Gate at the southeast end of George Street and on alignment with the Main Drive, the three-storey, facebrick, hip-roofed former Commercial and Day School overlooks the City Botanic Gardens. Each elevation is composed of light red facebrick with contrasting dark red facebrick relieved quoining, flat window arches and banding marking the floor levels. Prominent metal rainwater heads and downpipes divide the elevations into bays. The main elevation to the city Botanic Gardens is symmetrical about a narrow pedimented breakfront of dressed stone enriched with stone carving.
The building was constructed for Sir Thomas Mompesson, MP for the constituency of Salisbury in 1679, 1695 and 1701. The site was purchased at the end of the 17th century and the house reflects the classic Queen Anne style of that period with Chilmark stone facing. To the right of the main house stands the brick-built service building which was constructed on the site of the old Eagle Inn that closed in 1625. Thomas's son Charles completed the building in 1701; his initials and date can be seen on the heads of the water downpipes.
An image of the interior, pictured in 2016. The house is of masonry construction, built on three floors incorporating a basement, ground and first floors. It sits on a site sloping quite steeply to the southwest, allowing only half the general floor area in the basement, while part of the first floor is attic space. The roof is terra cotta tile and the walls are cavity brick finished in a Mediterranean style stucco; windows are steel framed except for those enclosing Bedroom G.3 The exterior of the house has been painted and rainwater gutters and downpipes replaced.
It sits in an immediate landscape that retains a nineteenth century character of cleared pasture with the view to the east remaining substantially cleared paddocks and bushland as it would have been in the earliest days of European settlement on the property. It also retains a relationship with the other three farms in the group. The timber slab building remains in fair condition and recent works have been undertaken to "mothball" the structure (including new roof gutters and downpipes). The structure consists of a main cottage and the remains of a former rear kitchen and laundry.
The lead- based pigments (lead tetroxide/calcium plumbate, or "red lead") were widely used as an anti-corrosive primer coating over exterior steelwork. This type of paint might have been applied to garden gates and railings, guttering and downpipes and other external iron and steelwork. Similar red lead-based compounds were also widely used as a jointing compound in engineering, to form steam- or oil-tight flanged joints in pipework. Red lead in paint was not banned by the 1992 legislation or by more recent EU REACH regulations"REACH Legislation", European Chemicals Agency. Retrieved 2015-07-20.
Decorated with an applied white cement rendered panel with a dentilled cornice and a decorative central tablet, the parapet front to Boundary Street screens a double gable roof clad with corrugated metal sheeting. Tucked within the base of the tablet, a narrow rectangular rainwater head and downpipes drain the central box gutter of the roof. Banks of large timber framed casement windows with fanlights run across the upper storey of the front elevation, lighting the front of the workshop/office area of the upper storey. This fenestration is enlivened with the inclusion of a number of decorative windows with a pattern of radiating lights.
One problem with maintaining flat roofs is that if water does penetrate the barrier covering (be it traditional or a modern membrane), it can travel a long way before causing visible damage or leaking into a building where it can be seen. Thus, it is not easy to find the source of the leak in order to repair it. Once underlying roof decking is soaked, it often sags, creating more room for water to accumulate and further worsening the problem. Another common reason for failure of flat roofs is lack of drain maintenance where gravel, leaves and debris block water outlets (be they spigots, drains, downpipes or gutters).
The external walls are orange face brick laid in English bond with projecting headers creating a repetitive pattern and texture-the lower part of the walls are without projecting bricks and are painted. Projecting bricks form large Christograms on the side walls of the tower - "ihs" on the east and "xp" on the west. The east and west walls of the body of the church are divided into six bays by full height recesses containing copper rainwater downpipes with detailed copper heads and straps. The bays each have a fixed, steel framed glazing to full height above a double-leaf, glazed, timber framed door.
This leads to the entrance foyer which is located asymmetrically within a volume that projects forward toward the street and above the adjacent western stairwell and north facing corridor that gives access to the rooms on all three levels. Each of the volumes has low pitched metal roofs which are drained by box gutters to rainwater heads and downpipes that are concealed behind the parapet walls. The front elevation features a strong horizontal component created by continuous concrete hoods over five bays of hopper windows to the three floors. This horizontality is accentuated with the use of continuous concrete sills, parapet copings and cappings of similar profile.
One of the hardest jobs was ensuring the downpipes, when replaced, did not carry water under the house, which had happened over a period of years causing rising damp to head height on inside walls. This was so well done that only three millimetres in height was lots. A Canadian-type drain was run under the floor to carry away water. Where floors were rotted, bearers from larger rooms were cut down to size for smaller rooms: floor boards could be used in the same way and this ensured minimal replacement timber. Boards were not sawn to identical thickness in the 1840s and they were notched on the underside of the joinsts.
The distinctive form of this building expresses the saw-toothed roof line in the north and south elevations. Unified with the other buildings in the group in scale, materials and detailing the elevational infill is in light red facebrick contrasting with the dark red facebrick of the flat arch window openings and the relieved quoining to the corners and pilasters which define the bays in the elevations. Prominent rainwater heads and downpipes contribute to the vertical rhythm. The arched entrance, now without the identifying building title within the tablet above, remains to the east and opens onto the undercroft of the new D Block which reinstates the link of the original master plan across to A Block.
As a result of the establishment of the Sydney Cove Redevelopment Authority in January 1970, early offers were made to purchase the building, then notification of resumption was given by the Authority in November of that year. After a short period of dispute, the Australian Society of Accountants vacated the premises in October 1971. The building remained tenanted and minor repair work was carried out. New bitumen coated asbestos roofing, guttering and some downpipes were renewed in 1978. In the 1980s a proposal was put forward to demolish both 117-119 Harrington Street and 120 Gloucester St as well as Bushells Building and create a park, contingent to high rise development on adjacent sites, but this never went ahead.
Cliffbrook is a two-storey liver brick building with sandstone detailing. It is designed in the Inter Wars Free Classical style. Its overall form and stylistic elements employed in the external design have antecedents in the Victorian Italianate style, although the liver brick work, the simple stone detailing, the terrazo floors and interior joinery are distinctly of the 1920s. The construction of the house consists of a slate roof, copper gutters and downpipes, bracketed eaves, liver brick walls with sandstone quoins, sandstone window and door heads and sandstone sills, sandstone porticos and terraces in the north, east and west elevations and white painted timber double hung windows, front doors and French doors to the upper level terraces.
Walls to the toilets in the undercroft have high rectangular openings which formerly contained fixed louvres in timber frames, however the glass has been removed and modern screens fixed to the outside. The main entrance double door, set back from the front façade, is a panelled, low-waisted door glazed with six-lights and retains early door hardware. The secondary entrance doors to the first floor have been replaced, but retain their original two-light fanlights with patterned glass. Non-significant features of the exterior include: a lift attached to the northwest wall of the central wing; air- conditioning units, cables and ducting; modern downpipes and rainwater tanks; and modern doors, gates and screens to doors and windows of the undercroft.
Medium Significance Fabric: Small flight of stairs to staircase landing (former shop & former store); timber shelves (former laundry); concrete floor, plastered brick walls, ceiling, cornice and window of part of former back porch; new gutters, new downpipe at east elevation. Low Significance Fabric: Copper downpipes; new slate roof and metal roof; WC pan; wall basin (part of former backRobertson & Hindmarsh 1994: 25-29 Shop and Residence was listed on the New South Wales State Heritage Register on 10 May 2002 having satisfied the following criteria. The place is important in demonstrating the course, or pattern, of cultural or natural history in New South Wales. This shop and residence and site are of State heritage significance for their historical and scientific cultural values.
In 1961 land to the academy's east was donated to the Presbyterian Church. In 1976 the kitchen verandah was removed. In 1978 the Department of Main Roads proposed road widening which slightly reduced the area of the site. From 1978-82 repair and conservation works were done for the National Trust of Australia by Clive Lucas P/L, including conversion of s5 to a bathroom; conversion of s9 to a kitcken; repair of windows to s9, s10 and s6; repair of rear door s8, removal of a vine and repair of stone walls to the dairy building; repair of the roof and eaves to the main building and providing new downpipes and gutters; reconstruction of the chimney over space 8.
Vestry: Installed new shelves and cupboards and new wash hand basin and fittings. Main Robing Room: Added new tea station to replace that in now demolished ladies robing room; outside of contract, Roy Watchorn kindly installed comprehensive new cupboards for storage of electric piano, choir music, robes and archive material over two floors; provided new storage space for other church material. Decoration: Painted all surfaces except exposed stone and the organ, including ceilings, timber arches, pews, cupboards, sanctuary timber panels, new plastered areas; painted external louvres in tower and dormer vents and all ironware, including downpipes and main gates; laid new carpets only in essential areas – back and front of church, side chapel, Vestry, stairs to balcony, main corridor on balcony; laid new floor covering in toilets.
Externally, there are slate roofs and coped gables with cross finials. The roofs have patterned bands of fishscale Whitland Abbey slates, except on the nave. There are large scale, plain unbuttressed walls without batter for the nave, a nineteenth century south porch, two transepts and a chancel with a nineteenth century addition of a north choir vestry; the dating of the priests' vestry, on the north side of the chancel, is less certain.When identifiable sacristies began to appear as identifiable spaces in parish churches by the later thirteenth century they were commonly small rectangular adjuncts on the north side of the chancel, which matches the vestry at St Padarn's; Warwick Rodwell, The Archaeology of Churches (Amberley, Stroud, 2013), p. 46. Externally, the nave downpipes on the south side are dated 1884.
Openings are symmetrically positioned around the building with: double-hung sash windows on the front elevation either side of a pair of panelled entrance doors; 6 windows to each side elevation - 4 pairs of casement windows between double-hung sash windows at each end; and 2 pairs of panelled doors at the rear. The rainwater disposal system comprises slotted quad gutter and PVC downpipes. The hall interior is lined with beaded tongue- and-groove boards and houses a raised timber stage at the rear, flanked by 2 small rooms, and a room in the north-east corner near the entrance formed by partial height partitions. At the entrance, a portion of the ceiling is flat with the remaining coved ceiling featuring timber fretwork roses and steel tie-rods.
A small grants program in 2012 assisted with installation of gutters and downpipes to better manage water flow. Ongoing issues include surface water runoff fown the paddock from the south towards the base of the earth walls, wall surface damage aggravated by livestock in the paddock, brushing of adjacent tree branches, and wind and rain causing the loss of the weathering face of some walls, adequacy of collar ties to roof / rafters, uncertain clay soils resulting in cyclical movements, ongoing structural movement of the fragile upper wall and in proximity of wide wall cracks. Stabilisation is urgently required to the western gable to halt ongoing movement and potential partial collapse which may precipitate additional damage to adjacent walls or roof. The building appears to be intact, but suffering from bad deterioration to exterior walling.
Most rain gardens are designed to be an endpoint of a building's or urban site's drainage system with a capacity to percolate all incoming water through a series of soil or gravel layers beneath the surface plantings. A French drain may be used to direct a portion of the rainwater to an overflow location for heavier rain events. If the bioretention site has additional runoff directed from downspouts leading from the roof of a building, or if the existing soil has a filtration rate faster than 5 inches per hour, the substrate of the rain garden should include a layer of gravel or sand beneath the topsoil to meet that increased infiltration load. If not originally designed to include a rain garden onsite, downpipes from the roof can be disconnected and diverted to a rain garden for retrofit stormwater management.
It is suggested that the large crossing gates were present because Cressing had a passing loop until after World War I, and retained the loop for freight purposes until goods traffic ceased on the line in 1964. The station was owned by the Great Eastern Railway (GER) from 1862 to 1923, but as the building does not show typical GER architectural canopy support features, it is likely that it pre- dates the GER. Although there does not appear to be any obvious evidence (as in the case of Maldon East & Heybridge which displays "MWB" on the gulleys at the top of its downpipes) that it was built when the line first opened, that is a possibility and if so would make it the only surviving MWBR structure on this railway. There was originally a signal box on the platform, next to the level crossing.
In 1971 the SCRA invited proposals from interested parties for the conservation and conversion of the Cleland Bond Store and the adjoining row of terrace houses, subsequently named the Argyle Terrace (distinguished from the Playfair Street Terraces), for use as commercial premises. The successful proposal came from architects Fisher, Jackson and Hudson, and was to be one of the first conservation jobs undertaken by the SCRA. Builders Peter Kilmore and Co were engaged for the work, which began in December 1971 and was completed in February 1973. Work included removing existing partitions and replacing sanitary fittings; removing a hoist from the northeast corner of the building and infilling the resultant hole; constructing new stairs from the ground to the third floor, as well as new external stairs; removing existing roller shutters from the Playfair Street entrance and replacing them with heavy Oregon doors; and installing new gutters, downpipes and roofing.
The mixture of steam and water is led by the upper steam lines, one for each pressure channel, from the reactor top to the steam separators, pairs of thick horizontal drums located in side compartments above the reactor top; each has diameter, length, wall thickness of , and weighs . Steam, with steam quality of about 15%, is taken from the top of the separators by two steam collectors per separator, combined, and led to two turbogenerators in the turbine hall, then to condensers, reheated to , and pumped by the condensate pumps to deaerators, where remains of gaseous phase and corrosion-inducing gases are removed. The resulting feedwater is led to the steam separators by feedwater pumps and mixed with water from them at their outlets. From the bottom of the steam separators, the feedwater is led by 12 downpipes (from each separator) to the suction headers of the main circulation pumps, and back into the reactor.

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