visual effects - ibstock brickvisual effects from ibstock brick adding style to brickwork november...
TRANSCRIPT
Brickwork Bonds
Recessed & Projecting Brickwork
Underslung™ Soffits
IN THIS ISSUE
VISUAL EFFECTS
FROM IBSTOCK BRICK
ADDING STYLE TO BRICKWORK
NO
VEMBER 2015
BRING
ING
BRICKWO
RK TO LIFE
For centuries, brick has provided the traditional cladding for the UK’s buildings.
Economical, enduring and available with an almost limitless range of colours, textures and sizes, it has inspired generations of architects, adding unique style that characterises buildings, and sits them comfortably within a range of different environments.
As style has changed, so brick has always been there leading the way, whether it be with eye-catching glazed finishes, linear styles or new formats.
Today, our technical and design experts are working closely with architects across the UK to experiment with textures and bonds, using exciting new brickwork techniques to add style to a diverse range of buildings, from individual homes to hospitals and large public and statement buildings.
In this issue, we take you behind the scenes of just some of these buildings, to show you how these new modern visuals are being created.
NOVEMBER 2015
B R I N G I N G B R I C K W O R K T O L I F E
T H E B AT H H O U S E , B A R K I N G C E N T R A LBy introducing a single cant to every fourth brick in each course, architects, Allford Hall Monaghan Morris, have created a dynamic façade that constantly changes with the light and the angle of view.
02
CON
TENTS
Front Cover Image: Brentwood School, Essex
Back Cover Image: Housing, Motherwell, North Lanarkshire
P R O J E C T S
10
Shireland Collegiate Academy
11
Brentwood School
16
Ebbw Fawr 3-16 School
22
Reading Station
F E AT U R E S
26
Nano Bioanalytical Research Building
30Brick Awards
2015 SHORTLISTED PROJECTS
04
Stoke-on-Trent City Bus Station
08
Hargood Close
15
Sacred Heart RC School
20
Hollymount Primary School
28
London DesignerOutlet
25
Myatt’s Field North
06
The Keyes Building
14
Stanmore Place
18
Loughborough College
24
King Edward College
03
Architect Grimshaw (SBS Architects), London
Telephone+44(0)207 291 4141www.grimshaw-architects.com
STOKE-O
N-TREN
T CITY CENTRE BU
S STATION
B R I C K W O R K B O N D SArchitects are continually experimenting with different bonding patterns, and combinations of bonds, to create distinctive designs in brickwork. These projects demonstrate how bonding patterns old and new can add style and individuality to modern building design.
Stoke-on-Trent City Centre Bus Station, HanleyA range of bonding techniques are employed to reinforce the unique style of this ultra-modern design.
The defining detail of this unique structure is a dramatic curved aluminium-clad roof that wraps around its perimeter, enclosing the glazed pedestrian concourse, and providing a total of 22 bus stands – the maximum possible on the site. Sweeping around the site’s edge to create a wave-like form, the roof is lifted on a steel frame above a brick-clad plinth, rising and falling to reflect the internal use.
To represent the former coal seams and indigenous materials which are central to Hanley’s recent history, the architects chose to contrast limestone flooring with Staffordshire Slate Blue and Dark Grey Glazed bricks, laying them in a variety of bonding patterns, including large areas of stack bonding to give the brickwork a modern visual, and then breaking up the mass with a relief pattern of protruding and recessed courses.
Dark Grey Glazed bricks are laid stack bonded for a modern visual effect.
Ibstock Staffordshire Slate Blue Smooth;
Dark Grey Glazed
BRICK
04
STOKE-O
N-TREN
T CITY CENTRE BU
S STATION
As there is no overlap between adjacent bricks, stack bonding reduces the brickwork’s resistance to lateral loads. It is therefore normal to include some form of reinforcement to increase integrity and loading strength.
Bed-joint reinforcement, using welded stainless steel ladder-form provides reinforcement towards the surface of the brickwork leaf, where it is most effective.
In cavity walls, the reinforcement is typically laid in the mortar joints at 225mm vertical centres. Oval or flat section wire is preferred to accommodate the cavity wall ties which are usually at the same spacing/locations as for normal brickwork.
Consideration should be given to the colour and texture of the brick chosen. Distinctive textures can affect the appearance of the bond pattern, and are generally avoided for this type of bond. It is also generally recommended to use a contrasting mortar (which may be recessed, depending on exposure rating) to maximise the aesthetic appearance of the bond.
It is important when stack bonding to select bricks of consistent size and form - it is therefore recommended that this is discussed with the manufacturer in advance.
This bond requires extra care by bricklayers, who will need to take care when setting out and checking joint and vertical face alignment, particularly if soldier courses are used.
Walls are inclined to create continuity with the curved roof line. To guarantee that the complex effects were achieved, the brickwork element was contract managed by Ibstock.
TECHNIC AL NOTE : STACK BONDING
05
Architect Associated Architects
Telephone+44(0)121 233 6600
www.associated-architects.co.uk
The Keyes Building, King’s School, WorcesterA modern twist on historic brickwork design.
In the shadow of Worcester’s medieval Cathedral, King’s new sports and performing arts building links together a number of the school’s existing historic buildings, taking its key design features from the adjacent Royal Worcester Porcelain Works.
To reinforce the classic nature of this building, John Christophers of Associated Architects developed a completely new bond pattern. Referred to as ‘Saxon Bond’, it comprises a regular pattern of soldier and stretcher bricks repeated at alternate courses throughout the building. To achieve a continuous bond pattern above window and door openings Ibstock Kevington precast lintels, faced with matching Leicester Multi Yellow bricks, were used throughout – helping to reinforce the building’s unique historical aesthetic.
Leicester Multi Yellow Stock
BRICK
Achieving the new bond required exceptional skill from bricklayers, who had to attain perfect vertical and horizontal alignment of each brick whilst constantly adapting scaffolding to the changing levels.
THE KEYES BU
ILDIN
G, KIN
G’S SCH
OO
L
‘Saxon’ bond - typical elevation
‘Corner Soldier’ bricks faced on two sides (shown hatched) NBS: F10/11For reference, Boathouse mortar was 3 parts red building sand 2 part Severn ball mill grit sand supplied by Radbournes in Hereford and 1 part hydraulic lime from Traditional Lime Company in Cheltenham.
06
THE KEYES BU
ILDIN
G, KIN
G’S SCH
OO
L
07
Textured brickwork panels give rhythm, scale and expression.
Architects, Proctor and Matthews, have used panels of highly textured brickwork to reinforce a domestic, non-institutional feel to this mainstream housing development.
Providing rhythm, scale and expression to reduce the mass of the terraces, the panels are formed by use of a projecting bond on some elevations, whilst on the upper level framed, half-brick thick recessed panels in modified honeycomb bond have been adopted to provide the required levels of ventilation and allow natural dappled light into the cloisters.
Hargood Close, Essex
Architect Proctor & Matthews
Telephone+44(0)20 7378 6695
www.proctorandmatthews.com
As both sides of the wall panel are exposed to view, solid bricks were chosen and specially hand selected by Ibstock to provide a fair-faced finish to both the corridor wall and external face.
HARG
OO
D CLO
SE
Projecting headers have been used imaginatively to create a distinctive ‘frame’ to upper floor windows.
TECHNIC AL NOTE : FINISHING
HONEYCOMB BOND
Ideally, bricks should be faced and finished on central exposed areas of top and bottom beds.
08
HARG
OO
D CLO
SE
Parham Red Stock, Special Black
BRICK
TYPICAL SECTION - PERFORATED PANEL - ROOF LEVEL TYPICAL ELEVATION - PERFORATED PANEL - ROOF LEVEL
09
Shireland Collegiate Academy, SmethwickThe new performing arts and sports centre at the historic Smethwick-based Academy is conceived as a simple rectilinear box design, finished in red brick to unify and complete the red brick campus.To break up the mass of the building and introduce a modern twist to the traditional design, recessed texture panels have been created below window areas using alternate recessed and projecting courses.
Panels give regularity and form, visually adding height and creating brick columns to each side of the windows, giving the building a more robust and solid feel.
Architect ADP Architects
Telephone+44(0)121 2346440
www.adp-architecture.com
TECHNIC AL NOTE : EXTENT OF PROJECTION
Any deviation from a full 102mm width outer skin fully bedded on mortar places more emphasis on the building’s weather resisting architectural features. Local exposure to wind driven rain, orientation and local topography should also be assessed.Minimal recesses or projections up to 10mm may be acceptable depending on the brick type and exposure of the site. Mortar fillets protecting projecting features should be formed at the time of laying. Allowing normal bricks with frogs or perforations to project may compromise the durability of surfaces not normally intended for exposure. Please consult your local Design Advisor for specific guidance.
Priory Red Multi
BRICK
SHIRELAN
D CO
LLEGIATE AC
ADEM
Y
10
BRENTW
OO
D SCH
OO
L
R E C E S S E D A N D P R O J E C T I N G B R I C K W O R KThere is nothing new about recessing and projecting brickwork to create interesting design effects. However, unique modern effects are now being achieved using these techniques, often in conjunction with cut and turned bricks to create unique patterns and textures that break up the brickwork mass.
Brentwood School, Essex
Two new buildings were combined with an existing remodelled Victorian Vicarage to create this sixth form centre and school hall, in a style sympathetic to the original school design.
Architect Cottrell & Vermeulen Architecture
Telephone+44(0)20 7708 2567
www.cv-arch.co.uk
The architect has used a combination of recessed and contrasting brickwork to recreate the diaper pattern of the original building in a modern idiom, going to exceptional lengths to enrich the design with contrasting detail at different levels and in different forms.
To the upper classroom walls, red bricks have been used in relief on a diagonal grid, to create a ‘lacey’ diaper pattern without recourse to the traditional blues, whilst to the assembly hall, contrasting headers in English bond also induce a diaper-type pattern on the contrasting plinth of Bevern Dark Multi brickwork. Below, a more traditional execution of the diaper pattern has been formed using a combination of red headers and stretchers over 3 courses. To complete this unique canvas, the pattern has also been incorporated into areas of honeycomb brickwork which ventilate the lower corridors.
11
BRENTW
OO
D SCH
OO
L
Heritage Red Blend, Bevern
Dark Multi Stock
BRICK
12
BRENTW
OO
D SCH
OO
L
Brentwood School, Essex
When planning projecting or recessed brickwork, it is important to take into account any impact this may have on rain penetration performance of the brickwork.
Issues such as the exposure zone and the location and orientation of the building must be considered, as well as the degree of projection planned and the type of brick used.
The type of mortar joint used will also have an impact on rain penetration, and it may be advisable to adopt a joint style with a projecting fillet to shed water away from the brickwork surface.
Perforations are not intended to be exposed. Where significant projection is planned, it will be advisable to speak to your local Ibstock design advisor, who may suggest the use of solid bricks for this application. British Standard BS 8104:1992 - Code of practice for assessing exposure of walls to wind-driven rain, is a useful reference when considering the use of projecting or recessed brickwork.
TECHNIC AL NOTE : PROJECTING & RECESSED
BRICKWORK
13
Architect GRID Architects
Telephone+44(0)20 7593 3260
www.gridarchitects.co.uk
STANM
ORE PLACE
This landmark development of private tenure flats by St Edward Homes, part of the Berkeley Group, is characterised throughout by modern and striking architecture.
Stanmore Place, Harrow
Millhouse Blend
BRICK
For this prominent corner plot, Architects, GRID, created a unique look using a pattern of projecting brickwork at the upper level.
Using a regular pattern of projecting stretchers on the radius, GRID has created an unusual texture to enhance the already exciting visual created by the rich contrasting tones of the Millhouse Blend brickwork.
A waterstruck brick, Millhouse Blend is manufactured in solid form without frogs, and is thus an ideal choice for use in projecting applications.
14
SACRED H
EART RC SCHO
OL
Architect Cottrell & Vermeulen Architecture
Telephone+44(0)20 7708 2567
www.cv-arch.co.uk
Vertical zip-like features break the façade into bays, similar in scale and proportion to the adjacent Georgian terrace.Architects, Cottrell and Vermeulen, have coupled different colours of brick with a recessed pattern to differentiate elements of the building and create a series of bays which help to sit the building alongside an adjacent terrace.
To create the bays, the street façade is articulated by a series of vertical zip-like features, achieved by recessing alternate vertical bands of single and two brick units on each course - a detail inspired by the ragged-edged terminations used on 19th century board schools as a key for any future expansion.
Sacred Heart RC School, Camberwell
Heritage Red Blend, Bevern Dark Multi
Stock, Smooth Buff
BRICK
The theme has been continued in perimeter walls to rear of main building.
TECHNIC AL NOTE : BRICK CHOICE
Where bricks project, as in the zip-like feature, solid faced on bed special bricks – BD 1.3, should be specified to resist the UK climatic conditions. Allowing normal bricks with frogs or perforations to project may compromise the durability of surfaces not normally intended for exposure.Please consult your local Design Advisor for specific guidance.
© Anthony Coleman
© Anthony Coleman
15
Ebbw Fawr 3-16 School, Ebbw ValeWith brick making up 75% of the overall façade for this modern school building at the heart of the former Ebbw Vale steelworks redevelopment scheme, architects BDP worked with Ibstock to explore different methods of adding texture and relief to the large brickwork expanses.
Architect BDP, Bristol
Telephone+44(0)117 929 9861
www.bdp.com
EBBW FAW
R
Shadow-forming Umbra bricks, whilst simple in concept, can be used in a random or continuous pattern to
transform a building – all it takes is architectural imagination.
Staffordshire Slate Blue Smooth;
Cheddar Golden, matching Umbra
Sawtooth
BRICK
BRICK FEATURE PANEL
The solution was to create panels and details of shadow-forming Ibstock Umbra Sawtooth that not only contrast the plain brickwork, but alter the appearance of the building throughout the day, as the light changes.
Umbra Sawtooth bricks were used individually and in panels to create a range of different detailing.
16
EBBW FAW
R
T ECHNIC AL NOTE : ACCOMMODATING DIFFERENTIAL MOVEMENT
Where two different buff and blue bricks meet, it is normal practice to include a movement joint to accommodate differential movement between the two brick types.Because a vertical movement joint here would have to be continued into the blue bricks above, thus creating a distracting vertical line, the architects skilfully chose to bond the two differing brick types together using ties at 225mm vertical centres.
Stainless steel bed joint reinforcement 1200mm long set centrally on the joint could equally have be used at 225mm vertical centres to tie the two differing brick types together and avoid differential movement at the vertical interface.
PANEL ELEVATION
BLUE AND BUFF BRICK JUNCTION
17
Architect IBI Group
Telephone+44(0)121 600 7450
www.ibigroup.com
LOU
GH
BORO
UG
H CO
LLEGE H
UB & ARTS AC
ADEM
Y
18
Loughborough College Hub & Arts Academy, Loughborough
LOU
GH
BORO
UG
H CO
LLEGE H
UB & ARTS AC
ADEM
Y
Himley Worcestershire
Mixture
BRICK
Providing a new frontage and entrance for the College, this new building also provides an Arts Academy, complete with studios and a 200-seat theatre.
In keeping with the creative theme, architects IBI Group have designed a uniquely visual and colourful building that leads into the wider campus via a landscaped courtyard.
To relieve the mass, the lower section of the imposing brick façade is formed as a highly patterned ‘plinth’, which utilises rustication (recessed alternate courses) to ground the building.
To the courtyard elevation, recessed panels of brickwork between continuous projecting soldier courses frame the windows, and create feature panels to emphasize the horizontal focus. These have been manufactured offsite as Fastwall™ panels, helping to speed construction and minimise construction waste.
Alternate recessed courses create a distinct texture to ‘ground’ the brick façade.
19
Architect Haverstock Associates
Telephone+44(0)20 7267 7676
www.haverstock.com
HO
LLYMO
UN
T PRIMARY SCH
OO
L
© Hufton+Crow Photography
The new 2-storey extension to existing teaching accommodation responds to the red brick of the original building whilst incorporating a range of imaginative brickwork details that enliven the façade, portraying a young, modern look in keeping with the school’s forward looking image.
Hollymount Primary School, Wimbledon
To the upper level, a bank of projecting stretcher courses suggests linearity, while a contrasting panel of vertical bond immediately adjacent to a double height panel of honeycomb bond gives presence to the gallery space connecting the two buildings.
Projecting cills combine with a horizontal panel of vertical bond brickwork to accentuate and elongate a feature horizontal window, helping to ease the transition from traditional stretcher brickwork to vertical timber cladding on the upper storey.
West Hoathly Medium Multi
Stock
BRICK
20
HO
LLYMO
UN
T PRIMARY SCH
OO
L
The application of details adds a greater level of visual interest to the building.
Drawings © Haverstock (architects)
20
mortar mix group 2F10 / 460
1.01
1.04
1.02
mortar struck atangle to displacewaterprojecting brickcoursing F10 / 111
140 100 95 103 20
EXTERNAL WALLS1.01 102.5mm facing brick - F10 / 1101.04 100mm rigid insulation - F30 / 1551.05 150mm rigid insulation - P10/2101.07 50 mm rigid insulation - P10/2121.08 140mm blockwork leaf - F10 / 2551.10 structural lintel to s.e. requirements1.11 wall tie (teplo) - F30 / 2101.13 stainless steel frame cramp - F30 / 2161.22 structural steel to s. e. requirements fireproofing to M61 / 160,1611.25 DPC - F30 / 3301.26 raked perpend weephole - F30 / 1301.27 cavity tray - F30 / 3451.34 insulated cavity closer - F30 / 1801.36 15mm plasterboard - K10 / 2051.37 10mm dabs - K10 / 6201.40 10mm compressible expansion joint1.41 sealant to movement joint - F30 / 610 / 6111.42 acoustic sealantROOF3.01 rounded pebbles 16-32mm - J31 / 3653.05 protection sheet - J31 / 130-1313.06 monolithic membrane waterproofing system - J31 / 130-1313.07 22mm ply substrate - J31 / 3203.08 18mm ply substrate - J31 / 3203.09 150 x 50mm sw timber - G20 / 2103.10 150 x 50mm timber joist to s.e. requirements G20 / 2103.12 sw fillet - J35 / 3153.13 zinc coping H74 / 1113.17 steel beam to s. engineers details & specFLOORS4.21 liquid dpm J30 /115aWINDOWS5.03 compressible seal - Z22 /5.04 air seal - Z22 /5.05 galvanised fixing lug - L105.06 18mm birch ply window surround (screw fixed and plugged) with mitred corners5.07 expanding foam5.09 internal flexible foil air seal L105.10 mineral wool behind panel P10/2305.13 louvred vent H11/1405.17 drive motor
DETAIL SECTION THROUGH PROJECTING BRICKWORK
SECTION THROUGH HONEYCOMB BRICKWORK & WINDOWDETAIL SECTION THROUGH PROJECTING BRICKWORK
PART PLAN OF HONEYCOMB BRICKWORK & WINDOW
EXTERNAL WALLS1.01 102.5mm facing brick - F10
/ 1101.04 100mm rigid insulation - F30
/ 1551.05 150mm rigid insulation -
P10/2101.07 50 mm rigid insulation - P10/2121.08 140mm blockwork leaf -
F10 / 2551.10 structural lintel to s.e.
requirements1.11 wall tie (teplo) - F30 / 2101.13 stainless steel frame cramp -
F30 / 2161.22 structural steel to s. e.
requirements fireproofing to M61 / 160,161
1.25 DPC - F30 / 3301.26 raked perpend weephole -
F30 / 1301.27 cavity tray - F30 / 3451.34 insulated cavity closer - F30 / 1801.36 15mm plasterboard - K10 / 2051.37 10mm dabs - K10 / 6201.40 10mm compressible expansion
joint1.41 sealant to movement joint -
F30 / 610 / 6111.42 acoustic sealant
ROOF3.01 rounded pebbles 16-32mm -
J31 / 3653.05 protection sheet - J31 / 130-1313.06 monolithic membrane
waterproofing system - J31 / 130-131
3.07 22mm ply substrate - J31 / 3203.08 18mm ply substrate - J31 / 3203.09 150 x 50mm sw timber -
G20 / 2103.10 150 x 50mm timber joist to s.e.
requirements G20 / 2103.12 sw fillet - J35 / 3153.13 zinc coping H74 / 1113.17 steel beam to s. engineers details
& spec
FLOORS4.21 liquid dpm J30 /115a
WINDOWS5.03 compressible seal - Z22 /5.04 air seal - Z22 /5.05 galvanised fixing lug - L105.06 18mm birch ply window
surround (screw fixed and plugged) with mitred corners
5.07 expanding foam5.09 internal flexible foil air seal L105.10 mineral wool behind panel
P10/2305.13 louvred vent H11/1405.17 drive motor
type A
12
203F.F.L
+26.350
cill level+26.312
1.26
1.25
1.01
1.13
1.34
5.06
5.07
5.04
5.13
1.01
1.07
1.254.21
s.o.
586
0
BRIDGE
2550
418
5.06 1.42
1.22
109
10
203
5050
818
18 150 100 80 103
320
14
head level+32.172
T.O.S+32.420
top of parapet+32.810
1.26
1.27
1.04
1.10
3.05 3.06 3.07 3.013.10
3.08
3.13
3.12
3.09
1.05
3.17
1.42
5.13
5.05
5.09
F.F.L.+29.850
TOP OF STEEL+29.730
EXTERNAL WALLS1.01 102.5mm facing brick - F10 / 1101.04 100mm rigid insulation - F30 / 1551.05 150mm rigid insulation - P10/2101.07 50 mm rigid insulation - P10/2121.08 140mm blockwork leaf - F10 / 2551.10 structural lintel to s.e. requirements1.11 wall tie (teplo) - F30 / 2101.13 stainless steel frame cramp - F30 / 2161.22 structural steel to s. e. requirements fireproofing to M61 / 160,1611.25 DPC - F30 / 3301.26 raked perpend weephole - F30 / 1301.27 cavity tray - F30 / 3451.34 insulated cavity closer - F30 / 1801.36 15mm plasterboard - K10 / 2051.37 10mm dabs - K10 / 6201.40 10mm compressible expansion joint1.41 sealant to movement joint - F30 / 610 / 6111.42 acoustic sealantROOF3.01 rounded pebbles 16-32mm - J31 / 3653.05 protection sheet - J31 / 130-1313.06 monolithic membrane waterproofing system - J31 / 130-1313.07 22mm ply substrate - J31 / 3203.08 18mm ply substrate - J31 / 3203.09 150 x 50mm sw timber - G20 / 2103.10 150 x 50mm timber joist to s.e. requirements G20 / 2103.12 sw fillet - J35 / 3153.13 zinc coping H74 / 1113.17 steel beam to s. engineers details & specFLOORS4.21 liquid dpm J30 /115aWINDOWS5.03 compressible seal - Z22 /5.04 air seal - Z22 /5.05 galvanised fixing lug - L105.06 18mm birch ply window surround (screw fixed and plugged) with mitred corners5.07 expanding foam5.09 internal flexible foil air seal L105.10 mineral wool behind panel P10/2305.13 louvred vent H11/1405.17 drive motor
SECTION THROUGH HONEYCOMB BRICKWORK & WINDOW
FIXED PANEL
NOTE:LOUVRE SPACING TO ACCOMMODATECEILING AND FLOORING JUNCTIONSWITHIN FRAMING AS SHOWN
FIXED PANEL
FIXED PANEL
NOTE:LOUVRE SPACING TO ACCOMMODATECEILING AND FLOORING JUNCTIONSWITHIN FRAMING AS SHOWN
FIXED PANEL
EXTERNAL WALLS1.01 102.5mm facing brick - F10 / 1101.04 100mm rigid insulation - F30 / 1551.05 150mm rigid insulation - P10/2101.07 50 mm rigid insulation - P10/2121.08 140mm blockwork leaf - F10 / 2551.10 structural lintel to s.e. requirements1.11 wall tie (teplo) - F30 / 2101.13 stainless steel frame cramp - F30 / 2161.22 structural steel to s. e. requirements fireproofing to M61 / 160,1611.25 DPC - F30 / 3301.26 raked perpend weephole - F30 / 1301.27 cavity tray - F30 / 3451.34 insulated cavity closer - F30 / 1801.36 15mm plasterboard - K10 / 2051.37 10mm dabs - K10 / 6201.40 10mm compressible expansion joint1.41 sealant to movement joint - F30 / 610 / 6111.42 acoustic sealantROOF3.01 rounded pebbles 16-32mm - J31 / 3653.05 protection sheet - J31 / 130-1313.06 monolithic membrane waterproofing system - J31 / 130-1313.07 22mm ply substrate - J31 / 3203.08 18mm ply substrate - J31 / 3203.09 150 x 50mm sw timber - G20 / 2103.10 150 x 50mm timber joist to s.e. requirements G20 / 2103.12 sw fillet - J35 / 3153.13 zinc coping H74 / 1113.17 steel beam to s. engineers details & specFLOORS4.21 liquid dpm J30 /115aWINDOWS5.03 compressible seal - Z22 /5.04 air seal - Z22 /5.05 galvanised fixing lug - L105.06 18mm birch ply window surround (screw fixed and plugged) with mitred corners5.07 expanding foam5.09 internal flexible foil air seal L105.10 mineral wool behind panel P10/2305.13 louvred vent H11/1405.17 drive motor
1401015 195 103
685
1066
510
204
1.41
1.40
1.11
1.08
1.34
1.37
1.36
1.42
5.06
5.04
5.03
1.01
hit and missbrickwork
1.08
1.34
1.42
5.06
5.17
5.03
5.13
1.01
locally rebateactuator motorinto plywood
48 203
14
D
PART PLAN OF HONEYCOMB BRICKWORK AND WINDOW
21
Architect Grimshaw Architects
Telephone+44(0)207 291 4141
www.grimshaw-architects.com
READIN
G STATIO
N
P AT T E R N S & L E T T E R I N GState-of-the-art waterjet cutting technology means that brickwork can now be cut very precisely before delivery to site, enabling a range of different details, from recessed lettering and images, to precision-cut ventilation and other holes to be provided without interruption to the style and colour of the brickwork.
Reading StationReading’s new ultra-modern southern entrance is part of a major upgrade of the station and associated facilities, which has seen services expanded to include 5 new platforms.
In keeping with the simple, clean lines of the new structure, state-of-the- art waterjet cutting techniques have been used to create a new sculptural sign, recessed into the brickwork on the main façade.
Working closely with Ibstock Kevington, bricks were specially selected and then individually waterjet cut using computer aided design techniques. The pattern was then precisely re-constructed on site using a combination of cut bricks and slips.
WATERJET CUT BRICK 136
Grey Bespoke Blend
BRICK
22
READIN
G STATIO
N
23
Architect Bryant Priest Newman Architects
Telephone+44(0)121 233 1818
www.bryantpriestnewman.com
To sit this new two-storey maths teaching block harmoniously beside its historic neighbours, the architects have brought together elements from a 15th century façade and other 19th and 20th century buildings.
King Edward College, Stourbridge
Leicester Multi Cream Stock
BRICK
KING
EDW
ARD CO
LLEGE
U N D E R S L U N G™ S O F F I T SUnderslung™ brick faced soffits are increasingly used to add extra depth and dimension to masonry façades. They can now be simply achieved using either precast, lightweight Fastwall™ or steel framed panels faced with brick slips to exactly match the main brickwork specification, depending on the size and location of the installation.
The most prominent corner of the building has apparently been chamfered at the ground floor by notionally ‘carving away’ the brickwork to reveal a brick clad ‘Underslung’ soffit, created offsite using matching brick slips permanently cast in a concrete backing and suspended from the underside of the structural soffit using a specially designed stainless steel support system.
The complex nature of the large triangular soffit required close cooperation between Ibstock Kevington, the structural engineer and support specialist, Ancon, in order to design and support the large underslung units within the architects original plans.Banks of matching air bricks help ventilation
and create an interesting textured feature.
rwp
rwp
GW02
GD01
rwp rwp
rwp
GF
E1
E
14 13 12
14 E
Customer:
Project:
Description: Date:
Drawn:
Scale:
Dwg No.: Revision:Haigh Avenue, Whitehill Industrial Estate, Reddish, Stockport, Cheshire, SK4 1NU - www.manbrick.co.uk
Bryant Priest Newman Architects
King Edward VI College, Phase 2, Dining Block
17/04/2014
EM
E13928_01
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTELS
Scale: 1:25 @ A1
Elevation A - Ground Floor
A
ELEVATION IN DIRECTION A
A
SECTION A - A
Weight:168kg
CAST-IN ANCHORCHANNEL: 28/15
ISOMETRIC PROJECTION OFUNDERSIDE OF LINTELS
ELEVATION A Ground Floor
Scale: 1:10 @ A1
Scale: 1:40 @ A1
90
MA
X. 1
5kN
/M L
OA
D
A
440
890
890
890
1453
440 440 440 440 440 440 440 440 440 440 440 890 890 890
10 215
140
50
102 38
140
6565
110
37
140
+81.785+81.785
SECTION B - B
102 215 215 215 215 82
90 470 VARIES
2578
140
CAST-IN ANCHORCHANNELS: 28/15
Precast Non-structural Lintels
ANCON MDC/50/15.0/P10 SUPPORT SYSTEMCONTINUOUS ANGLE C/W WELDED BRACKETS FIXED
TO STEE VIA M12 STEELGRIP BOLTSSYSTEM TO SUPPORT 15.0 kN/m
CAST-IN ANCHORCHANNEL: 28/15
ANCON TO PROVIDE SUPPORT INTHESE AREAS IF NECESSARY
ANCON TO PROVIDE SUPPORT INTHIS AREA IF NECESSARY
220 450
REFER TO ANCON MASONRY SUPPORTSECTION DRAWING: 102914-T01_A
REFER TO BPN ARCHITECTS CONSTRUCTIONDETAIL 018 DRAWING: 1969.2.4118_CM
4141440
4490
14538908901228
3030
1440
3030
102.5
8990
1340
102.5 8850
102.58850
102.5
82
VARIES25
144
Weight:160kg
Weight:152kg
Weight:144kg
Weight:136kg
Weight:128kg
Weight:120kg
Weight:112kg
Weight:105kg
Weight:97kg
Weight:89kg
Weight:155kg
Weight:124kg
Weight:92kg
Weight:78kg
8mm DIA. MAIN BARS
8mm DIA. LINKSAT 150mm CENTRES
8mm DIA. MAIN BARS
8mm DIA. LINKS@150mm CENTRES
3530
30
CONCRETE GRADE:
10mm Aggregate; C32/40.Minimum Cover:20mm
SOFFIT DETAIL24
MYATT’S FIELD
NO
RTH
Myatt’s Field North, Lambeth
Architect PRP Architects
Telephone+44(0)207 653 1200
www.prparchitects.co.uk
To add interest to the elevation design the architects of this major London estate PFI rebuild and regeneration project have given individual identities to different parts of the estate. Multi storey blocks of varying heights and different building styles have been largely finished in brickwork, in a variety of hues and textures.
In this five-storey block, textured panels of brickwork have been created in Flemish bond with alternate snap headers and whole brick projecting stretchers. The panels partly frame the storey-height windows, giving otherwise simple brickwork façades a distinctive modern visual.
Because of the unusual construction of the block, which comprised a four storey concrete frame topped by an additional 5th timber frame storey, brickwork to the top storey could not be supported in the traditional manner, and the decision was taken very early in the project to use lightweight Fastwall™ panels, manufactured off site using brick slips cut from bricks taken from the same batch as the bricks used in the lower storeys.
Smooth Buff, Slate Blue Smooth,
Alpine White
BRICK
25
Architect MOLA Architecture
Telephone+353 1 218 3900
www.molaarchitecture.com
NAN
O BIO
ANALYTIC
AL RESEARCH BU
ILDIN
G
U N D E R S L U N G ™ S O F F I T SDeep reveals and soffits are an increasingly popular design feature, allowing brickwork to be carried over openings without the need for unsightly exposed supporting brickwork - adding an extra depth and dimension to masonry façades.
West Hoathly Medium
Multi
BRICK
26
NAN
O BIO
ANALYTIC
AL RESEARCH BU
ILDIN
G
Nano Bioanalytical Research Building, DCU, DublinThe latest and most technologically complex of the University’s range of teaching and research laboratories required very high levels of vibration and acoustic isolation, dictating the use of a high mass concrete and masonry structure.
With brick as the predominant external wall finish throughout, the architects sought to use it in the most innovative and visually striking manner. All of the deep window recesses and overhangs, some internal soffits and the underside of a sloping three-metre cantilever are all clad in brick using different Underslung™ techniques.
Whilst originally conceived as precast units throughout, for loading reasons, the final specification was achieved using a combination of precast to the fore edges and underslung Fastwall™ panels to the cantilever soffit on the main entrance elevation, and precast units to all window soffits. In total, more than 100 linear metres of Fastwall™ and precast units were required to complete the project.
TECHNIC AL NOTE : ACHIEVING BRICK FACED SOFFITS
PRECAST CONCRETE
Adding a real brick facing to deep reveals and soffits adds an extra depth and dimension to masonry façades. With the range of techniques and systems now developed by Ibstock Kevington, it is possible to carry the brickwork bond over openings, whist still maintaining an exposed brick soffit without visible supporting steelwork - allowing architects greater freedom in design.
Precast unitsThe standard method involves creating soffit units, typically 890mm, or 4 bricks, long (longer of shorter to suit requirements) by casting reinforced concrete on the back of keyed bricks, specially prepared from standard bricks cut back to create a positive ‘butterfly-shaped’ key for permanent bonding. A steel channel with T-bolts, set into the top of the casting, allows connection with shelf angles fixed to the face of the concrete structure, whilst lifting sockets set alongside facilitate lifting and positioning of the casting. After locating and aligning the casting, pistol bricks are laid to the top of the shelf angle to obscure supports and provide continuity with the facia brickwork.
Fastwall™ unitsFor deeper brickwork soffit areas, it is often more convenient to use a Fastwall™ unit, comprising of real brick slips bonded to a lightweight GRP Fastwall™ panel. The low weight and flexibility of this technique allows large areas of soffit to be clad quickly and efficiently while achieving the same beautiful brick finish.
Precast and Fastwall™ combination Some architects prefer to use Fastwall™ units for the main soffit area and couple these with small precast upstand units to achieve a continuous wrap-around effect.
Nexus® lightweight stainless steel units This new range of underslung units utilise the same concept as cast units, but are manufactured from real brick slips permanently bonded to a stainless steel tray using high performance two-part epoxy adhesive. This system offers all of the benefits of the existing precast underslung™ but adds lighter weight, thus improving site handling while maintaining the same high quality and performance.
It is common for different techniques to be used on the same project, to meet individual requirements. The three formats of Precast, Fastwall™ and the combination of Precast & Fastwall™ were all considered for this project with the combined finally being chosen. The stainless steel is illustrated to show how this new variant could be used.
FASTWALL™
PRECAST & FASTWALL™
STAINLESS STEEL
27
Architect Leslie Jones Architecture
Telephone+44(0)20 7255 1150
www.lesliejones.co.uk
LON
DO
N D
ESIGN
ER OU
TLET, WEM
BLEY PARK
London Designer Outlet, Wembley ParkOffering 350,000 sq. ft. of designer shopping and leisure facilities in the centre of Wembley Park, London’s first designer outlet village incorporates, at its heart, a brickwork plinth that frames and characterises the contemporary glazed frontages, open walkways and balconied terraces of the double height retail mall.
Panels of recessed brickwork have been used to give definition to the glazed frontages and break up the mass.
To optimise the visual effect, the brickwork has been continued to the underside of the soffits using Ibstock Kevington pre-cast underslung units, cast in toothed sections to accommodate continuous structural openings of 8 metres and over.
The interlocking units, typically 4 bricks in length, utilised cut and keyed brick slips from the same brick batch to ensure uniformity of appearance, and were cast in a minimum depth of reinforced concrete to reduce the structural loading. To the façade edges, a three-brick upstand provides continuity to the fascia brickwork.
Leicester Weathered Red
BRICK
28
LON
DO
N D
ESIGN
ER OU
TLET, WEM
BLEY PARK
X1KK JJ
LL KK
Customer:
Project:
Description: Date:
Drawn:
Scale:
Dwg No.: Revision:
Concrete grade C40:
Haigh Avenue, Whitehill Industrial Estate, Reddish, Stockport, Cheshire, SK4 1NU - www.manbrick.co.uk
Quintain Estates & Development Plc
Wembley City
Precast Non-structuralUnderslung Stretcher Lintels
21/09/2012EM
B13840_01
10
890
178
65
6610 STRUCTURAL OPENING
FRONT ELEVATIONScale 1:20
T12 LIFTING SOCKETS(INCLUDING EYES)
Weight: 63kg
TYPICAL SECTION(Scale 1:5)
FRONT ELEVATIONScale 1:20
6565
65
215
890
TYPICAL SECTION(Scale 1:5)
113 113
7021
514
0
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
Weight: 324kg
103
215ANCHOR CHANNEL
28/15
ANCHOR CHANNEL28/15
Scale 1:20
Scale 1:20
ANCHOR CHANNEL28/15
ANCHOR CHANNEL30/20
ANCHOR CHANNEL30/20
215
75
140
383
75
140
T16 LIFTING SOCKETS(INCLUDING EYES)
199
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
65
7021
514
0
1190
113
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
Weight: 88kg
6510
6510
65
215
70
102 38
140
965
65
17855 45
75 75
383 383
215
965
DETAIL OFINTERLOCKING
LINTELS
Weight: 346kg Weight: 482kg
6585
8565
113
85 215
113 65
178
75
113
965
890 890 1190
T16 LIFTING SOCKETS(INCLUDING EYES)
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
383
383
199
113 113
7575
65178
215 10
Revision A:Width of 215 x 965 lintelsincreased from 440 to 890mm.30/20 Channels repositioned.Lifting sockets repositioned.Cut and bonded soffit bricksadded.
CUT AND BONDEDBRICK.
CUT AND BONDEDBRICK.
383
Weight: 60kg
FRONT ELEVATION
PLAN VIEW
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
UNDERSIDE OF LINTEL
890
113
890 890 890 890 890 1190
890
6610 STRUCTURAL OPENING
890 890 890 890 890 1190
BRICKWORKLEVEL AT SETBACK
+56.060
BRICKWORKLEVEL AT SETBACK
+53.510
7500
FOOD & DRINKMEZZANINE LEVEL 03
+53.900
CINEMA FOYERLEVEL 04+58.600
Revision B:Gridlines and Levelsadded.
LONDON DESIGNER OUTLET- W07EAST ELEVATION
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)103
X1KK JJ
LL KK
Customer:
Project:
Description: Date:
Drawn:
Scale:
Dwg No.: Revision:
Concrete grade C40:
Haigh Avenue, Whitehill Industrial Estate, Reddish, Stockport, Cheshire, SK4 1NU - www.manbrick.co.uk
Quintain Estates & Development Plc
Wembley City
Precast Non-structuralUnderslung Stretcher Lintels
21/09/2012EM
B13840_01
10
890
178
65
6610 STRUCTURAL OPENING
FRONT ELEVATIONScale 1:20
T12 LIFTING SOCKETS(INCLUDING EYES)
Weight: 63kg
TYPICAL SECTION(Scale 1:5)
FRONT ELEVATIONScale 1:20
6565
65
215
890
TYPICAL SECTION(Scale 1:5)
113 113
7021
514
0
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
Weight: 324kg
103
215ANCHOR CHANNEL
28/15
ANCHOR CHANNEL28/15
Scale 1:20
Scale 1:20
ANCHOR CHANNEL28/15
ANCHOR CHANNEL30/20
ANCHOR CHANNEL30/20
215
75
140
383
75
140
T16 LIFTING SOCKETS(INCLUDING EYES)
199
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
6510
65
7021
514
0
1190
113
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
Weight: 88kg
6510
6510
65
215
70
102 38
140
965
65
17855 45
75 75
383 383
215
965
DETAIL OFINTERLOCKING
LINTELS
Weight: 346kg Weight: 482kg
6585
8565
113
85 215
113 65
178
75113
965
890 890 1190
T16 LIFTING SOCKETS(INCLUDING EYES)
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
383
383
199
113 113
7575
65178
215 10
Revision A:Width of 215 x 965 lintelsincreased from 440 to 890mm.30/20 Channels repositioned.Lifting sockets repositioned.Cut and bonded soffit bricksadded.
CUT AND BONDEDBRICK.
CUT AND BONDEDBRICK.
383
Weight: 60kg
FRONT ELEVATION
PLAN VIEW
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
UNDERSIDE OF LINTEL
890
113
890 890 890 890 890 1190
890
6610 STRUCTURAL OPENING
890 890 890 890 890 1190
BRICKWORKLEVEL AT SETBACK
+56.060
BRICKWORKLEVEL AT SETBACK
+53.510
7500
FOOD & DRINKMEZZANINE LEVEL 03
+53.900
CINEMA FOYERLEVEL 04+58.600
Revision B:Gridlines and Levelsadded.
LONDON DESIGNER OUTLET- W07EAST ELEVATION
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)103
X1KK JJ
LL KK
Customer:
Project:
Description: Date:
Drawn:
Scale:
Dwg No.: Revision:
Concrete grade C40:
Haigh Avenue, Whitehill Industrial Estate, Reddish, Stockport, Cheshire, SK4 1NU - www.manbrick.co.uk
Quintain Estates & Development Plc
Wembley City
Precast Non-structuralUnderslung Stretcher Lintels
21/09/2012EM
B13840_01
10
890
178
65
6610 STRUCTURAL OPENING
FRONT ELEVATIONScale 1:20
T12 LIFTING SOCKETS(INCLUDING EYES)
Weight: 63kg
TYPICAL SECTION(Scale 1:5)
FRONT ELEVATIONScale 1:20
65
65
65
215
890
TYPICAL SECTION(Scale 1:5)
113 113
70
215
140
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
Weight: 324kg
103
215ANCHOR CHANNEL
28/15
ANCHOR CHANNEL28/15
Scale 1:20
Scale 1:20
ANCHOR CHANNEL28/15
ANCHOR CHANNEL30/20
ANCHOR CHANNEL30/20
215
75
140
383
75
140
T16 LIFTING SOCKETS(INCLUDING EYES)
199
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
70
215
140
1190
113
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
Weight: 88kg
65
106
510
65
215
70
102 38
140
965
65
178
55 45
75 75
383 383
215
965
DETAIL OFINTERLOCKING
LINTELS
Weight: 346kg Weight: 482kg
65
85
85
65
113
85
215
113 65
178
75
113
96
5
890 890 1190
T16 LIFTING SOCKETS(INCLUDING EYES)
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
38
33
83
199
113 1137
57
565
178215 10
Revision A:Width of 215 x 965 lintelsincreased from 440 to 890mm.30/20 Channels repositioned.Lifting sockets repositioned.Cut and bonded soffit bricksadded.
CUT AND BONDEDBRICK.
CUT AND BONDEDBRICK.
383
Weight: 60kg
FRONT ELEVATION
PLAN VIEW
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
UNDERSIDE OF LINTEL
890
113
890 890 890 890 890 1190
890
6610 STRUCTURAL OPENING
890 890 890 890 890 1190
BRICKWORKLEVEL AT SETBACK
+56.060
BRICKWORKLEVEL AT SETBACK
+53.510
7500
FOOD & DRINKMEZZANINE LEVEL 03
+53.900
CINEMA FOYERLEVEL 04+58.600
Revision B:Gridlines and Levelsadded.
LONDON DESIGNER OUTLET- W07EAST ELEVATION
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)103
DETAIL OF INTERLOCKING SOFFIT
X1KK JJ
LL KK
Customer:
Project:
Description: Date:
Drawn:
Scale:
Dwg No.: Revision:
Concrete grade C40:
Haigh Avenue, Whitehill Industrial Estate, Reddish, Stockport, Cheshire, SK4 1NU - www.manbrick.co.uk
Quintain Estates & Development Plc
Wembley City
Precast Non-structuralUnderslung Stretcher Lintels
21/09/2012EM
B13840_01
10
890
178
65
6610 STRUCTURAL OPENING
FRONT ELEVATIONScale 1:20
T12 LIFTING SOCKETS(INCLUDING EYES)
Weight: 63kg
TYPICAL SECTION(Scale 1:5)
FRONT ELEVATIONScale 1:20
65
65
65
215
890
TYPICAL SECTION(Scale 1:5)
113 113
70
215
140
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
Weight: 324kg
103
215ANCHOR CHANNEL
28/15
ANCHOR CHANNEL28/15
Scale 1:20
Scale 1:20
ANCHOR CHANNEL28/15
ANCHOR CHANNEL30/20
ANCHOR CHANNEL30/20
215
75
140
383
75
140
T16 LIFTING SOCKETS(INCLUDING EYES)
199
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
10
65
70
215
140
1190
113
FRONT ELEVATION
PLAN VIEW
UNDERSIDE OF LINTEL
Weight: 88kg
65
106
510
65
215
70
102 38
140
965
65
178
55 45
75 75
383 383
215
965
DETAIL OFINTERLOCKING
LINTELS
Weight: 346kg Weight: 482kg
65
85
85
65
113
85
215
113 65
178
75
113
96
5
890 890 1190
T16 LIFTING SOCKETS(INCLUDING EYES)
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
PLAN VIEW
FRONT ELEVATION
UNDERSIDE OF LINTEL
38
33
83
199
113 113
75
75
65178
215 10
Revision A:Width of 215 x 965 lintelsincreased from 440 to 890mm.30/20 Channels repositioned.Lifting sockets repositioned.Cut and bonded soffit bricksadded.
CUT AND BONDEDBRICK.
CUT AND BONDEDBRICK.
383
Weight: 60kg
FRONT ELEVATION
PLAN VIEW
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
UNDERSIDE OF LINTEL
890
113
890 890 890 890 890 1190
890
6610 STRUCTURAL OPENING
890 890 890 890 890 1190
BRICKWORKLEVEL AT SETBACK
+56.060
BRICKWORKLEVEL AT SETBACK
+53.510
7500
FOOD & DRINKMEZZANINE LEVEL 03
+53.900
CINEMA FOYERLEVEL 04+58.600
Revision B:Gridlines and Levelsadded.
LONDON DESIGNER OUTLET- W07EAST ELEVATION
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)
5 No. (GLs LL-KK)5 No. (GLs KK-JJ)
1 No. (GLs LL-KK)1 No. (GLs KK-JJ)103
TYPICAL SECTIONEAST ELEVATION
29
BEST COMMERCIAL BUILDING
BEST URBAN REGENERATION PROJECT
The Haven Hostel, KillarneyArchitect: Gottstein Architects Products: Birtley Olde English, Birtley Olde English Linear
REUSSIR - Student Accommodation Bath University, BathArchitect: Stride Treglown Product: Linear Natural Cream
The Lawns, EssexArchitect: Patel Taylor Architects Product: West Hoathly Medium Multi
SPECIALIST BRICKWORK CONTRACTOR OF THE YEAR
BEST HOUSING DESIGN AWARD
BEST HOUSING DESIGN AWARD
BEST PUBLIC AND EDUCATION BUILDING
Brick Awards 2015, a selection of shortlisted projects
GALLERY
Kidbrooke Village - Phase 1 and 2A, LondonArchitect: Design Architects - Lifschutz Davidson Sandilands; Delivery Architects – Carey Jones (Phase 1) / Acanthus (Phase 2a) Products: Surrey Light Multi, Brunswick Wilton Yellow, Slate Blue Smooth
Trafalgar Place, LondonArchitect: De Rijke Marsh Morgan Architects Products: Staffordshire Slate Blue Smooth, Laybrook Multi Orange Stock and others
The Barn, LeicestershireArchitect: Make Architects Product: Leicester Multi Cream Stock
© Martine Hamilton Knight PhotographyPhoto © Daniel Romero
© Peter Cook
30
Hillington Square, NorfolkArchitect: Mae Architects Product: Nutley Brown Multi Stock
BEST REFURBISHMENT PROJECT
GALLERY
VOLUME HOUSEBUILDING AWARD
REDROW - Amberley Road, LondonArchitect: Pollard Thomas Edwards Products: Oak and Staffordshire Slate Blue Smooth
TAYLOR WIMPEY EAST ANGLIA - Knights Park, CambridgeshireArchitect: Taylor Wimpey East Anglia Products: Leicester Multi Cream, Leicester Multi Red, Leicester Red, Kevington Specials & Chimneys
Best Housing Development Westmorland1-5 Units
Housing Design Award Warren Apartments
Milner Court & Crawford Gardens
Camley Street
Trafalgar Place
Laurieston Phase 1
The Lawns, Barking
Volume Housebuilding Taylor Wimpey Award North Thames: Carrington Grange
Millbrook Park
Beauchamp Mill
Taylor Wimpey East London: City Mills
The Quarters
Praecedo Phase 2
Taylor Wimpey East Anglia: Knights Park
Maltings
Purdis Grange
Redrow: Sutton Woods Phase 5
Stretton Green
Amberley Road
Linden Homes: Northfields
Millbury Reach
Nightingale Park
Bovis Homes: Carlett Glade
Kilnwood Vale
Saxon Cross
Specialist Brickwork Lee MarleyContractor of the Year Brickwork
Reussier
Best Commercial Building IGMM Project
Seven Pancras Square
Blyth Workspace
The Haven Hostel
Moat Lane
Best Public & Education The Keyes Building Building The Barn
Hollymount School
City of London Freemans School
The Lantern Community Crafts Workshop
Lyndhurst Primary School
Fitzjames Teaching & Learning Centre
Lyttelton & Elliott Schools, Eton College
Best Urban Regeneration Kidbrooke Phase 1 & 2A
Seven Pancras Square
Blyth Workspace
Trafalgar Place
Laurieston Phase 1
Best Refurbishment Clonbrock RoadProject Seven Pancras Square
St John Fisher Roman Catholic Church
Hillington Square
Best Outdoor Space Southill Older Persons Accommodation
Innovative Use of Brick King Edwards & Clay Products College VI
Ravenscroft House
The Keyes Building
The Barn
Craftsmanship Award The Whittle Building
IGMM Project
The Keyes Building
St John Fisher Roman Catholic Church
SHORTLISTED PROJECTS using Ibstock Products
31
G R E AT V A L U E ,G R E AT Q U A L I T Y,G R E AT S E R V I C E .Ibstock Brick LimitedLeicester Road, Ibstock, Leicestershire, LE67 6HSt: 01530 261999f: 01530 257457e: [email protected]
www.ibstock.com
Ibstock Sales Office:0844 800 4575
Design & Technical Helpline:0844 800 4576
Sample & Literature Hotline:0844 800 4578
Special Shapes and Brickwork Components Sales Office:0844 736 0350
Published by:Ibstock Brick Ltd., Leicester Road,Ibstock, Leicestershire, LE67 6HS
Editor: Paul Smith
Important information about CE MARKING
From 1st July 2013 it is mandatory for any construction product, covered by a harmonised European Standard (hEN) containing a ‘ZA’ annexe, to carry a Declaration of Performance (DoP) and a CE mark.
Standard format clay brick and pavers have been covered by hENs since 2003 and Ibstock bricks have been CE marking since then.
Although bespoke and ‘one off’ special products will not fall under the scope of the hEN and require CE marking, Special Shaped bricks generally will and must carry the CE marking.
Further information and Declarations of Performance can be found at:
© Ibstock Brick Limited 2015
SIGN UP FOR THE NEXT ISSUEemail [email protected]