IAN JOSEPH PAGE
PORTFOLIO
MARSEILLE BOTANICAL CEMETERY
MArch THESIS
Marseille Boulevard
URBAN DESIGN GROUP PROJECT - MArch 2015 In our Urban Design Masterplan for Marseille, The Strategy of the Boulevard sought to unify an existing series of streets that stretch the length of the city, to create a 10 km spine of activity interlinking all the major urban magnets of Marseille. It was our intention for the boulevard to become a ‘Liminal’ space, negotiating the existing cultural and socioeconomic polarity between the South and the North of Marseille along it’s length, and also transversely; between the corporate ideology of the Euromediterranae master-plan developing west of the boulevard and the established communities to the east.
Existing Built Edge Euromediterrannae Masterplan
Urban Magnets New Built Edge Hard Landscaping Soft Landscaping Canopy Tramway
RELATIONSHIP OF THE BOTANICAL CEMTERY TO THE MARSEILLE BOULEVARD MASTERPLAN
An Ecosystem of Memorial
MARSEILLE PROMATORIUM / CONCEPT DESIGN The prerequisite of permanence in creating a memorial to the dead, whether the gravestones of the cemetery or the niches of the colubarium, will inevitably mean that the spaces provided for remembrance will eventually reach capacity. The approach of the Botanical Cemetery is to instead create a cyclical process that provides death a literal and visible connection to the greater energy cycles of nature, whilst also producing a physical memorial to a loved one, in the form of a tree grown from their remains. The project links the promatorium idea with the container tree nursery, whereby the remains of the promession process are planted with the young tree during the container phase, and the nutrients from their breakdown fuel the trees growth. Once Matured, the memorial tree can be moved to a final resting place as part of the landscaping projects of the city, or can be kept by the relatives to be planted on their own land or community park. In this way, instead of gradually filling to capacity, the plots within the botanical cemetery are continually renewed, and become part of a constantly regenerating landscape of death and new life. The Botanical cemetery retains its symbolic presence as a public space of memorial in the city, as well as providing a more permanent memorial in the resulting tree.
18-24 months
Remains completely degraded
2-7 Days
Tree moves to Final Planting site
Burial Ceremony
Funeral Ceremony
Seeds/cuttings planted proportionally to demand
Aerobic Breakdown in soil Promession
DIAGRAM OF THE BOTANICAL CEMETERY PROCESS
MARSEILLE BOTANICAL CEMETERY
DESIGN
The Wall
MARSEILLE PROMATORIUM / CONCEPT DESIGN The architectural narrative of the project is the phenomenology of the wall as a threshold between spaces and in this case an intermediary between life and the rituals of death. The wall can define space and envelope it or dictate a linear boundary bringing a directionality to space that might either be crossed or travelled along. In both cases the notion of the wall and the quality of the spaces it generates is heavily dependent on the permeability of it’s structure. A walled court without windows or openings becomes a solemn and contemplative space, whilst a colonnaded court with many openings becomes lively and communal. A boundary wall high enough to restrict views and with no apertures creates all mystery while a low wall can delineate a boundary whilst inviting one to sit and contemplate. It is the experience of crossing the threshold of the wall that forms a journey between spaces of mourning - of inward focused contemplation - and uplifting, lively spaces that celebrate life. This was precisely Gunnar Asplund and Sigurd Lewerentz’s goal when designing the celebrated Woodland Cemetery in Stockholm; to take the mourner on a journey from life, to death and back to life again. Likewise this scheme aims to create a similar journey, crossing thresholds from life to death and back again. PLANS GROUND LEVEL
0
5
10
20m
Plan Key: 1.
ENTRANCE TO PROMATORIUM COMPLEX
21. DEEP FREEZE
2. ENTRANCE TO CHAPEL COMPLEX
22. COMMITTAL ROOM
3. PROCESSIONAL ROUTE TO CHAPEL
23. PROMATION CHAMBER
4. CHAPEL GARDEN
24. LIQUID NITROGEN PLANT
5. CHAPEL WAITING COURT
25. STORE
6. WAITING ROOM
26. VISITOR CENTRE ENTRANCE
7.
27. VISITOR CENTRE RECEPTION/CAFE
TOILETS & WASH FACILITIES
8. CLERGY OFFICE
28. TERRACE
9. CHAPEL CONGRESSIONAL ENTRANCE
29. TOILETS
10. CHAPEL PROPER
30. KITCHEN
11. ALTAR
31. STAFF ROOM
12. CATAFALQUE
32. WORK ROOM
13. LOWER CHAPEL SERVICE AREA
33. WASH AREA
14. SERVICE CORRIDOR
34. GREENHOUSE
15. PLANT ROOM
35. SEMINAR/CONFERENCE STUDIO
16. RECEPTION
36. AUDIO/VISUAL
17. FAMILY ROOMS
37. SHADEHOUSE
18. OFFICE
38. TREE CHAPEL COURT
19. STAFF ROOM
39. TREE CHAPEL (BURIAL ROOM)
20. MORGUE
40. GANTRY
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SOUTH EAST ELEVATION
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PLANS BASEMENT LEVEL
0
5
10
20m
Plan Key: 1.
ENTRANCE TO PROMATORIUM COMPLEX
21. DEEP FREEZE
2. ENTRANCE TO CHAPEL COMPLEX
22. COMMITTAL ROOM
3. PROCESSIONAL ROUTE TO CHAPEL
23. PROMATION CHAMBER
4. CHAPEL GARDEN
24. LIQUID NITROGEN PLANT
5. CHAPEL WAITING COURT
25. STORE
6. WAITING ROOM
26. VISITOR CENTRE ENTRANCE
7.
27. VISITOR CENTRE RECEPTION/CAFE
TOILETS & WASH FACILITIES
8. CLERGY OFFICE
28. TERRACE
9. CHAPEL CONGRESSIONAL ENTRANCE
29. TOILETS
10. CHAPEL PROPER
30. KITCHEN
11. ALTAR
31. STAFF ROOM
12. CATAFALQUE
32. WORK ROOM
13. LOWER CHAPEL SERVICE AREA
33. WASH AREA
14. SERVICE CORRIDOR
34. GREENHOUSE
15. PLANT ROOM
35. SEMINAR/CONFERENCE STUDIO
16. RECEPTION
36. AUDIO/VISUAL
17. FAMILY ROOMS
37. SHADEHOUSE
18. OFFICE
38. TREE CHAPEL COURT
19. STAFF ROOM
39. TREE CHAPEL (BURIAL ROOM)
20. MORGUE
40. GANTRY
SECTION THROUGH HOLLOW SERVICE WALL
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SECTION THROUGH PROMATORIUM CHAPEL
13. 15.
SECTION THROUGH SMALL CHAPEL
15. 13.
SECTION THROUGH MAIN CHAPEL
STAGGERED SECTION THROUGH MAIN CHAPEL SPACES
THE TROIKA CHAPELS
I : THE MINOR
The Troika Chapels (I)
MARSEILLE PROMATORIUM / MINOR CHAPEL It was natural that the three disused dry docks of the starkly beautiful leftover landscape of the bygone industrial era would each hold a ceremonial space for the promatorium, forming poignant headstones to these giant grave-like constructions. Views along these docks would be impressive, as would the dappled light reflected from the waters of the docks. The heavy construction of the 2.5m fair-faced concrete ‘wall’ is intended to have associated atmosphere and phenomenology of solemnity, silence and inward contemplation. The roof structure of the chapels that launch from this mass in turn speak of hope and the heavens, embodied by the light and airy nature of their timber construction. Here in the eastern most chapel, the corbelled vaults of timber supported by the oversize steel crossing beams, accentuate the horizontal and compress the space, created a more solemn air, heightened by the funnel-like form of the roof that channels light down onto the catafalque, and the expansive window that channels the view beyond the catafalque out along the length of the graving dock.
PROMATORIUM CHAPEL PLAN
0
5
10m
INTERIOR PERSPECTIVE - SMALL CHAPEL
PROCESSIONAL APPROACH - MINOR CHAPEL
MINOR CHAPEL SECTION
0
5
10m
SMALL CHAPEL WORMS EYE AXONOMETRIC VIEW
Compressive Strength
The building concept created a fair faced concrete ‘wall’ as a constant throughout the site, and a plinth to the chapels. The only built elements above this 2.5m datum that the wall creates are the soaring roofs of the chapels that announce themselves in the landscape. Whilst the wall was an immutable, unchanging presence in the scheme, the chapels would take on subtle variations that could greatly effect the experience of the space. The materiality would be constant - a lightweight timber structure - but the way in which the timber was used would change. In the smaller of the two chapels, the compressive strength of timber would be used. Instead of the timber forming beams, it would be stacked in a lattice structure, allowing light to penetrate through the gaps in every surface and encouraging cross ventilation of the chapel spaces. Inside, the lattice structure is cut away, creating corbelled vaults which launch from a steel transfer structure - the only elements in tension. The timber lattice construction is similar in nature to a diaphragm wall, where the crossing elements give it a high degree of stability. .
PERSPECTIVE SECTION THROUGH SMALL CHAPEL
EXPLODED ISOMETRIC OF MAIN CHAPEL
6. The lattice structure breaks above the catafalque
funnelling light via roof-lights down onto the coffin and creating a focal point of the ceremony.
5. The main roof structure is a timber lattice, where
short horizontal members each connect with two long vertical members on opposing sides. Variation in the length of the vertical members creates the undulating roof profile
4. The timber walls of the main chapel are hung
6.
from the roof structure, the long thin timbers emphasising the verticality.
3. A Standing seam roof drains down into the dry
garden of the court
2. Timber beams rest on sloping concrete walls to
form the roof structure of the waiting court
1.
The Waiting court of the chapel forms a compluvium; A low, compressive, humanly scaled space, providing shade from the Marseilles sun, and a beautiful scene on the rare occasions of rain in Marseilles as the water drains down into the court, which also form an integral part of the rainwater harvesting system
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THE TROIKA CHAPELS
II : THE MAJOR
The Troika Chapels (II)
MARSEILLE PROMATORIUM / MAJOR CHAPEL The three chapels vary in size, and it was envisioned that they also vary in nature of the spaces they contain, allowing the different funeral parties to choose a space most suited not only to the size of their congregation, but also what they wish such a private and emotionally charged event should embody. In the graving dock at the southern extreme of the scheme stands the Main Chapel. It is the largest of the ceremonial spaces, envisioned to hold well over 1’000 people, and thus it’s processional approach route has a scale and grandeur to match that of the building. Within the space, the timber elements hung from the roof structure accentuate the vertical, elevating the space as the eye follows them upwards, giving the space a feeling of lightness and reverence, as the picture window again casts the view out beyond the catafalque along the graving dock beyond. The scale of the space is intended for funerals of the state and other public figures, so the space magnifies the atmosphere of solemn celebration of life well lived associated with such occasions.
PROMATORIUM CHAPEL PLAN
0
5
10m
INTERIOR PERSPECTIVE - MAIN CHAPEL
PROCESSIONAL APPROACH - MAJOR CHAPEL
MAJOR CHAPEL SECTION
0
5
10m
MAIN CHAPEL WORMS EYE AXONOMETRIC VIEW
Tensile Strength
The structural concept for the main chapel reverses that of the smaller chapel, so that all of the timber members are in tension rather than compression, while the steel members take the compressive loads. The timber is hung from the ceiling structure, formed from a lattice of wood shakes of varying depth which form the undulating ceiling profile and open up to create concentrations of light. Like in the smaller chapel, where the density of the lattice structure is gradually reduced towards the top of the structure, emphasising the compressive forces in the structure, here in the side walls the density of timber spacers in the wall structure of the chapels decreases towards the the base of the wall, again emphasising the forces acting on the structure. Unlike in the rest of the scheme, The steel columns that hold the compressive forces of the structure launch from the ground plane rather than the heavy stonework wall. This is in order for them to appear as trunk like structures from which the timber lattice roof hangs, mimicking the structure and beauty of the hanging branches of a willow tree.
PERSPECTIVE SECTION THROUGH MAIN CHAPEL
EXPLODED ISOMETRIC OF SMALL CHAPEL
6. The roof lights of the small chapel follow the thinnest part of the lattice structure where the vaults meet, spilling light down the walls of the chapel as well.
5. The roof structure of the small chapel is formed by te timber lattice corbelling out. Launched from the steel transfer structure the vaults form a funnel that sits above the catafalque, again focusing space and light onto the coffin
6.
4. A steel transfer structure to tranfser compressive loads of the timber vaults to the walls
3. In the small chapel, timber members stack up in a lattice to form the walls of the walls of the chapel emphasing the compressive nature of the space
2. Waiting court roof structure as in the Main Chapel
1.
The Small Chapel also has a waiting court, the waiting areas themselves face both into the waiting court and out onto the more open chapel garden, with a view to the processional route to the chapel, allowing waiting mourners to know when the funeral car arrives.
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4.
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2.
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THE TROIKA CHAPELS
III : THE PROMATOR
The Troika Chapels (III)
MARSEILLE PROMATORIUM / PROMATORIUM CHAPEL The Promatorium chapel is the smallest of the scheme and forms part of a multi-functional building that includes the promatorium proper. Here the heavy stonework breaks the datum of the wall to extend upwards, creating a bastion like edifice, remiscent of a steeple, or the chimney stack of a crematorium. Since the building sits abut the axis of the main sunken corridorwall, the causeway of the other chapels is replaced here by an indoor waiting area, a solemn with inward facing benches along the walls lit by light spilling down from a clerestory above. The windowed view along the graving dock seen in the other chapels is moved to the chamber below, giving respite to the space where families can view the final committing of the body to the promession process. The chapel above then becomes entirely inwardly focused, lit indirectly by clerestory windows along the walls and in the tower, and a central roof light defining a central axis to the chapel. The concrete here permeates every surface, creating an atmosphere of intense focus and concentration.
PROMATORIUM CHAPEL PLAN
0
5
10m
INTERIOR PERSPECTIVE - PROMESSION CHAPEL
VISUALISATION OF WAITING AREA - PROMESSION CHAPEL
PROMESSION CHAPEL SECTION
0
5
10m
PROMESSION CHAPEL WORMS EYE AXONOMETRIC VIEW
SECONDARY SCHOOL
UNDERGRADUATE THESIS
Secondary School & College
YEAR 3 THESIS PROJECT / 2009 .
BERRY ST ELEVATION The heavy fair faced concrete ‘plinth’ of the school breaks open to engage with the public context of Berry Street, with windows onto the technology workshops and art studios allowing an opportunity for students to display their work, mimicking the shop fronts of the high street.
0
2
10m
CONCEPTUAL IMAGE OF CENTRAL AGORA
SECTION THROUGH AGORA, MET ADMIN BLOCK, SPORTS HALL & TECHNOLOGY WORKSHOPS
A lightweight, long-span roof structure covers the lower area of the school, with glazed areas that light the double height volumes of the main hall, sports hall and main art studio from above. Modular components allow for an ‘additive’ architecture, with baffles fitted to the roof of the art studio block to provide north-lighting
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2
10m
CONCEPTUAL IMAGE OF MAIN HALL AND CIRCULATION SPACE
PERSPECTIVE SECTION THROUGH MAIN HALL, CANTEEN & COVERED OUTDOOR TEACHING AREA The top-lit main hall acts as an extension of the agora internally, providing circulation between the art studios, sports hall and the classroom towers. It is a multifunctional space, with raked seating providing an area for large assemblies, a spill out zone from the sports hall, and a recreational area for students on rainy days. The hall in combination with the agora as circulation completely removes corridors from the plan.
0
2
10m
EXPLODED ISOMETRIC OF FLOORPLATES SHOWING VERTIVAL CIRCULATION THROUGH THE COMPLEX
CONCRETE POETRY HALL
COMPETITON ENTRY
Concrete Poetry
COMPETITION ENTRY - MgMa 2016 Taking the starting point of poetic expression, the chosen form of haiku embodies the immediacy of experience, the unfolding narrative describes a circulatory approach; concrete gives form to poetry. Concrete poetry as a discipline explores the form and setting of language in concert with implied meaning. Thus we have sought begin the architectural experience in the street, being a contribution to the infrastructure of the public transport system which describes the site, from which the entrance to the hall is revealed. The journey of descent which follows is a topographic essay in the plasticity of concrete. This is an architecture in praise of shadows, employing the retaining strength of concrete to form a chasm, a fissure in the street from which the word affects cultural & social transformation. Avoiding object monumentality through the descending nature of the building, the architecture nonetheless asserts a solidity characteristic of cast in-situ concrete, complementary to the curved geometry of the plan. Internal and external spaces are fluid, anchored by the rotation of the journey.
SECTION THROUGH ROTUNDA
ROTUNDA VISUALISATION
EXPLODED ISOMETRIC OF BUILDING
VISUALISATION OF SUNKEN PUBLIC SQUARE VIEWED FROM CAFE
VISUALISATION OF ANTESPACE TO PERFORMANCE HALL
SOUTHPORT LIFEBOAT STATION
DETAIL DESIGN
00
NE ELEVATION 1:100
Offshore Rescue Envirodoor 'Envirolite' HT60N Aluminium framed fibreglass translucent vertical stacking door with ISO-option to acheive U-value of 1.1 W/m2/K. SPRINT option to increase opening speed 'Brilliant' finish to fibreglass panels Aluminium profiles to be colour coated to match windows
Flatroof to tower with man-safe guard rail designed to support radio antenna and direction finder equipment refer to Detail 01 on drawing no. 1196-T-07
SOUTHPORT LIFEBOAT STATION - DK ARCHITECTS 2016
TOWER EAVES+14900
675
NW ELEVATION 1:100 GF +6750 BOATSHED +6600
1775 D-01
D-03
D-02 4503
7900
1120
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G H
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Flatroof to1800 tower with man-safe guard rail designed to support radio antenna and direction finder equipment refer to Detail 01 on drawing 5 6 no. 1196-T-07
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NE ELEVATION 1
GF +6750 BOATSHED +6600
Envirodoor 'Envirolite' H Aluminium framed fibre stacking door with ISO-o of 1.1 W/m2/K. SPRINT option to increas 'Brilliant' finish to fibreg Aluminium profiles to b windows
8
23830
SE ELEVATION 1:100
Flatroof to tower with man-safe guard rail designed to support radio antenna and direction finder equipment refer to Detail 01 on drawing no. 1196-T-07
ACCOM. PEAK +15750 TOWER PEAK +15400
4080
4748
3788
TOWER EAVES+14900
3400
1 W-20
ACCOM. PEAK +15750
ACCOM. PEAK +15750
TOWER PEAK +15400
TOWER PEAK +15400
TOWER EAVES+14900
TOWER EAVES+14900
3400
GF +6750 BOATSHED +6600
NE ELEVATION 1 1F +9750
Reynaers CS 86-HI fully weather-rate, highly insulated, hinged rebated Door system with PPC Aluminium panel infill
2
2
8800
1450
1550 W-17
1550 W-16 2250
2300
4460
5050
'Cut-out' in zinc ss facade around high level window with rendered infill (Wall Type 1)
4460
5750
C D All technical drawing was done usingE Vectorworks,Fincluding a script for easily altering the size and pattern of the perforations in the panels of the staircase. Visualisations where created using Maxwell Render/Photoshop. 4093
0
Boathouse roof and zinc facade extends extends 500mm from building face - refer to Detail 10/drawing no. 1196-T-04
W-04
1
Bespoke Southport Offshore Rescue Trust Signage Accomodation block roof and zinc facade extends extends 1800mm from building face - refer to Detail 03/drawing no. 1196-T-06
1F +9750
4593
A B
5
5 W-18
600
2
ACCOM. EAVES+12350
BOATSHED EAVES +11650 2F +11500
NW ELEVATION 1:100 3 1F +9750
2350
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W-19
BOATSHED EAVES +11650 2F +11500
W-14
2700
600
600
355
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W-02
600
355
5
1
ACCOM. EAVES+12350
8800
1450
1450
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8800
5750
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ACCOM. EAVES+12350
BOATSHED EAVES +11650 2F +11500
540
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355
I carried the project through planning to detail design stages, which included design for a bespoke staircase in the central atrium of the building, and a full material specification that needed extensive research due to the nature of the building and its seafront location. W-11
BOATSHED RIDGE +13700
BOATSHED RIDGE +13700 1600
zinc mm tail
355
TOWER PEAK +15400
TOWER EAVES+14900
3400
BOATSHED RIDGE +13700
W-19
2700
3
ACCOM. PEAK +15750
www.envirodoor.com
500
TOWER PEAK +15400
Parapet to tower tapers at 7 degrees to match angle of boat shed roof
3400
3400
TOWER PEAK +15400
TOWER EAVES+14900
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2700
W-20
4
ACCOM. PEAK +15750
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PLEASE NOTE: refer to manufacturer for detailed specification for head, lintel and threshhold details
23830
ACCOM. PEAK +15750
Cantilevered section of facade extends 500mm from building face (refer to Detail 10 on drawing no. 1196-T-10)
540
6
The project took the volumes of an existing design for the station, and introduced a completely new internal layout and elevational treatment. As lead designer on the project I introduced a new zinc roof and expressed the lookout as a tower - a centralising element in the scheme that would allow the building to command its prominent waterfront location.
Roof extends 1500mm beyond building face over lower boat shed roof (refer to Detail 06/drawing no. 1196-T-07)
4250
1
BOATSHED RIDGE +13700
BOATSHED RIDGE +13700
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23830
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ACCOM. EAVES+12350
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1450
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8800
2350 1450 W-13
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D
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2
Parapet to tower tapers at 7 degrees to match pitch angle of the boatshed roof
4093
Bespoke Southport Offshore H G
4080
4748
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Roof E extends 1500mm beyond D building face over lower boat shed roof (refer to Detail 06/drawing no. 1196-T-07)
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Rescue Trust Signage
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Roof e buildi roof ( no. 119
B A
Angled reveal at window head refer to Detail 11/ drawing no. 1196-T-10
Reynaers CS 86-HI fully weather-rate, highly insulated, hinged rebated Door system with PPC Aluminium panel infill ACCOM. PEAK +15750
500
TOWER PEAK +15400
NE
Parapet to tower tapers at 7 degrees to1 match pitch angle of the boatshed roof
2700 2955
Bespoke Southport Offshore11290 Rescue Trust Signage
Roof extends 1500mm beyond building face over lower boat shed roof (refer to Detail 06/drawing no. 1196-T-07)
898
BOATSHED RIDGE +13700 1600
1 External insulated silicone based render system on Lightweight steel framing (see wall type 1)
Angled reveal at window head refer to Detail 11/ drawing no. 1196-T-10
W-15 11290
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2700 2955
W-06
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540
Boathouse roof and zinc facade extends extends 500mm from building face (refer to Detail 01/ drawing no. 1196-T-06)
540
3 4 Rheinzink protect pre-patina blue-grey double standing seam roof system (see roof build-up Detail 01/drawing no. 1196-T-08) 898
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GF +6750 BOATSHED +6600
DK - ARCHITECTS
1
8
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W-05
Cantilevered section of facade extends 500mm from building face (refer to Detail 10 on drawing no. 1196-T-10)
4
3000
1070
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2 2475
2 GF +6750 BOATSHED +6600
Drawing Title:
NE ELEVATION
Date:
20.01.2016
1
1
Drawing no:
1196-T-05
Scale:
1:100 @ A3
Drawn:
IP
ELEVATION KEY
Revision
D-04
Date
Description
NE 8
5
4
3
2
1
TOWER EAVES+14900
BOATSHED 1F +9750 RIDGE +13700
ACCOM. EAVES+12350
BOATSHED EAVES +11650 2F +11500
GF +6750 BOATSHED +6600
1F +9750
revision: *
2
675
NE
ACCOM. EAVES+12350
T 0151 231 1209 F 0151 227 2053 E mail@dk-architects.com BOATSHED EAVES +11650 W www.dk-architects.com 2F +11500
1F +9750
2100
SOUTHPORT LIFEBOAT STATION
900
540
Client:
600
VISUALISATION OF REAR ELEVATION D-01
26 Old Haymarket Liverpool L1 6ER
Boathouse roof and zinc facade extends extends 500mm from Southport Lifeboat Station building face (refer to Detail 01/ drawing no. 1196-T-06)
Job:
D-04
540
2450
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on drawing no. 1196-T-10) 22mm Iroko T&G timber boarded soffit to3canopies (see Detail 03 on drawing no. 1196-T-05)
2
DK-Architects
GF +6750 BOATSHED +6600
Roof e buildi roof ( Accom no. 119 facad from on dra
ACCOM. PEAK +15750 BOATSHED EAVES +11650 2F +11500PEAK +15400 TOWER
Do not scale from this drawing, all details to be confirmed by SE or manufacturer designs
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5750
IS-03
7
W-07
W-02
ID-03
facade extends extends 500mm from building face (refer to Detail 10
GF +6750 BOATSHED +6600
ID-05
1550
8800
W-03
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6 Double-Glazed 5 Aluminium Framed Rooflight with Marine grade finish Accomodation block roof and zinc
ID-07
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W-06
ID-06
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03 02 01
2450
BOATSHED EAVES +11650 2F +11500
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IS-01
08
W-08
3000
11 10
1
1070 16500
2100
W-05
600
5 W-19 1 ACCOM. EAVES+12350 ES50 Double-Glazed Aluminium Framed window system with Marine grade finish Reynaers
09
07
BOATSHED RIDGE +13700 1F +9750
Cantilevered section of facade extends 500mm from building face (refer to Detail 10 on drawing no. 1196-T-10)
1550
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1600
5750
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ID-09
18
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BOATSHED 1F +9750 RIDGE +13700
NW
TOWER EAVES+14900
ACCOM. EAVES+12350
2050 5050
8800
3400
1
1550
500
5
TOWER EAVES+14900
ACCOM. EAVES+12350
ACCOM. PEAK +15750 BOATSHED EAVES +11650 TOWER PEAK +15400 2F +11500 1550
W-04 ID-10
ID-01
ID-11
1
Reynaers CS 86-HI fully weather-rate, highly insulated, hinged rebated Door system with PPC Aluminium panel infill
2050
W-19
Accomodation block roof and zinc 3 Rheinzink protect pre-patina blue-grey double standing seam roof system carried down facade (see wall type 2) facade extends extends 500mm from building face (refer to Detail 10 on drawing no. 1196-T-10)
BOATSHED RIDGE +13700
16500
5 ACCOM. EAVES+12350
2 Cavity wall outer leaf of Ibstock A5051A Brunel Smooth Blue Solid engineering brick (140mm CMU blockwork inner leaf) ACCOM. PEAK +15750 BOATSHED EAVES +11650 2F +11500PEAK +15400 TOWER
TOWER PEAK +15400
TOWER EAVES+14900
5050
W-05
ACCOM. PEAK +15750
TOWER PEAK +15400
TOWER EAVES+14900
BOATSHED RIDGE +13700
W-08
3400
TOWER EAVES+14900
W-06
SE ELEVATION 1
GF +6750 BOATSHED +6600
ACCOM. PEAK +15750
W-07
GF +6750 BOATSHED +6600
1200
A B
SW ELEVATION 1:100
GF +6750 BOATSHED +6600
1
D-04
Boathouse roof and zinc f extends extends 500mm f building face - refer to Det 10/drawing no. 1196-T-04
1F +9750
3
MATERIAL KEY:
W-08
1F +9750
ACCOM. EAVES+12350
'Cut-out' in zinc ss facade around high level window with 1 rendered infill (Wall Type 1) Accomodation block roof and zinc 2 facade extends extends 1800mm from building face - refer to Detail 03/drawing no. 1196-T-06
2350
W-01
700
5050
W-04
2
2700
5
2050
3
2
GF +6750 BOATSHED +6600
2050 5050
2475 675
4
G H
1
4093
5
F
2 GF +6750 BOATSHED +6600
D-04
8
7
2
2
BOATSHED EAVES +11650 2F +11500
2300
2450
3000
W-14
E
1F +9750
2100
W-05
600
1
1
1070
TOWER PEAK +15400 BOATSHED EAVES +11650 2F +11500 TOWER EAVES+14900
GF +6750 BOATSHED +6600
2700
W-09
1F +9750
Cantilevered section of facade extends 500mm from building face (refer to Detail 10 on drawing no. 1196-T-10)
ACCOM. PEAK +15750
Boathouse roof and zinc f extends extends 500mm f4 building face - refer to Det 10/drawing no. 1196-T-04
5050
3
D
GF +6750 BOATSHED +6600
5050
540
W-02
600
2050
2050 540
W-08
900
W-07
1550
W-06
1450
540
'Cut-out' in zinc ss facade around window with rendered7
infill (Wall Type 1) SW ELEVATION 1:100
3788
W-15 5380
BOATSHED EAVES +11650 2F +11500
Boathouse roof and zinc facade extends extends 500mm from building face (refer to Detail 01/ drawing no. 1196-T-06)
C
4748
1550
BOATSHED EAVES +11650 2F +11500
5
2 5
ACCOM. EAVES+12350
1F +9750
A B
355
4080
1
ACCOM. EAVES+12350
1
ACCOM. EAVES+12350
'Cut-out' in zinc ss facade around high level window with rendered infill (Wall Type 1) 7
BOATSHED RIDGE +13700
355
2700
3788
ACCOM. EAVES+12350
355
BOATSHED 1F +9750 RIDGE +13700
21630
facade extends extends 500mm fromin building faceto(refer to Detail 10 Doorway formed overhang on drawing no. 1196-T-10) create pedestrian entrance 5
16500
W-19
355
W-11
5750
1600
1F +9750
2
600
BOATSHED RIDGE +13700
W-04
2700
4093
898
BOATSHED RIDGE +13700
W-19
W-03
11290
3 5
W-01
8800
GF +6750 BOATSHED +6600
2700
23830
600
TOWER PEAK +15400 BOATSHED EAVES +11650 2F +11500
355
2700
www.envirodoor.com
TOWER EAVES+14900
BOATSHED RIDGE +13700 1F +9750 355
2700
W-02
ACCOM. PEAK +15750
TOWER EAVES+14900
TOWER EAVES+14900
4 PLEASE NOTE: refer to specification for head, li details
4593
500
TOWER PEAK +15400
W-12
5
5
ACCOM. PEAK +15750 BOATSHED EAVES +11650 2F +11500PEAK +15400 TOWER
W-14
W-20
5750
ACCOM. EAVES+12350
ACCOM. PEAK +15750
5
1450
1450
8800
W-11
4748
Reynaers CS 86-HI fully weather-rate, highly insulated, hinged rebated Door system with PPC Aluminium panel infill
TOWER EAVES+14900
2700 2955
Accomodation block roof and zinc Roof extends 1500mm beyond facade extends extends 1800mm faceto over lower boat shed from buildingbuilding face - refer Detail roof1196-T-06 (refer to Detail 06/drawing 03/drawing no. no. 1196-T-07) 4 Doorway formed in overhang to create pedestrian entrance 5 3 'Cut-out' in zinc ss facade around window with rendered 1 infill (Wall Type 1) Accomodation block roof and zinc facade extends extends 1800mm 1 from building face - refer to Detail 03/drawing no. 1196-T-06 block roof and zinc Accomodation
4080
BOATSHED 1F +9750 RIDGE +13700
Angled reveal at window head refer to Detail 11/ drawing no. 1196-T-10
1
ACCOM. PEAK +15750 BOATSHED EAVES +11650 TOWER PEAK +15400 2F +11500
3400
Roof extends 1500mm beyond building face over lower boat shed roof (refer to Detail 06/drawing no. 1196-T-07)
ACCOM. EAVES+12350
2700
355
4093
Bespoke Southport Offshore Rescue Trust Signage
355
4593
TOWER EAVES+14900
to oof
2700
3
ACCOM. PEAK +15750 BOATSHED EAVES +11650 2F +11500PEAK +15400 TOWER
PLEASE NOTE: refer to specification for head, li details Envirodoor 'Envirolite' H Aluminium framed fibre www.envirodoor.com stacking door with ISO-o of 1.1 W/m2/K. SPRINT option to increas 'Brilliant' finish to fibreg Aluminium profiles to b windows
MATERIAL KEY:
GF +6750 BOATSHED +6600
Accom facad from on dra
SECTION 03: DETAIL SECTION THROUGH ACCOMODATION WING SECTION 03: DETAIL SECTION THROUGH ACCOMODATION WING SECTION 03: DETAIL SECTION THROUGH ACCOMODATION WING
DK-Architects DK-Architects
26 Old Haymarket Liverpool 26 Old Haymarket T 0151 231 1209 L1 6ER Liverpool F 0151 227 2053 L126 6ER E mail@dk-architects.com Old Haymarket T 0151 231 1209 W Fwww.dk-architects.com Liverpool 0151 227 2053 L1 6ER E mail@dk-architects.com Lifeboat Station WSouthport www.dk-architects.com
DK-Architects Job:
Job:
Southport Lifeboat Station
Client: Job:
Southport Offshore Southport LifeboatRescue StationTrust
Drawing Client: Title:
Section 03 Offshore Rescue Trust Southport
Date: Drawing Title:
28.04.2016 Section 03
Drawing Date: no:
28.04.2016 1196-T-03
Scale: Drawing no:
1:20/1:10 @ A1 1196-T-03
Drawing Title: Date:
Drawing no:
Drawn:
Drawn: Scale: Revision Drawn: Revision
Date Date
IP1:20/1:10 @ A1 Revision IP Description
0151 231 120 0151 227 205 mail@dk-arc www.dk-arch
Southport Offshore Rescue Trust
Client:
Scale:
T F E W
Section 03 28.04.2016 1196-T-03
revision: * revision: *
Date
revision: *
1:20/1:10 @ A1 IP Description
Description Do not scale from this drawing, all details to be confirmed by SE or manufacturer designs
Do not scale from this drawing, al be confirmed by SE or manufactu
Do not scale from this drawing, all details to be confirmed by SE or manufacturer designs
DETAIL 07: ZINC SS FACADE JUNCTION DETAILS 1:10 DETAIL 07: ZINC SS FACADE JUNCTION DETAILS 1:10 DETAIL 07: ZINC SS FACADE JUNCTION DETAILS 1:10
INSULATED CAVITY WALL CONSTUCTION (Wall Type 5) INSULATED CAVITY WALL CONSTUCTION (WalltoType 5) Paint finish blockwork on Boat Shed side Paint finish toCAVITY blockwork onCONSTUCTION Boat Shed side (Wall Exposed UC steelwork INSULATED WALL Type 5) to be painted with white Exposed UC steelwork to be painted with white intumescent paint Paint finish to blockwork on Boat Shed side intumescent 100mm concrete block run between UC columns Exposed UCpaint steelwork to be painted with white 100mm concrete block run betweenPLEASE UC columns NOTE: steel to be confirmed by structural intumescent paint PLEASE steel to be bycolumns structural engineers issue of drawings 100mmNOTE: concrete block runconfirmed between UC issue of drawings engineers 50mm earthwool dritherm cavity slab 37 to back of PLEASE NOTE: steel to be confirmed byknauf structural 50mm knaufissue earthwool dritherm cavity slab 37 to back of cavity engineers of drawings cavity concrete block 50mm knauf earthwool dritherm 100mm cavity slab 37 to back ofinner leaf tostructural engineers 100mm engineers details cavity concrete block inner leaf tostructural details 1 layer 12.5mm Gyproc SoundBloc board + 3mm skim 100mm concrete block inner leaf tostructural engineers 1 layer 12.5mm Gyproc SoundBloc board + 3mm skim details
Concealed gutter system drains to internal Concealed gutter system drains to internal downpipe see Detail 05 on drawing no. downpipe seegutter Detailsystem 05 on drawing no. Concealed drains to1196-T-07 internal 1196-T-07 downpipe see Detail 05 on drawing no.
1 layer 12.5mm Gyproc SoundBloc board + 3mm skim
ATRIUM / STAIRWELL (DH) ATRIUM / STAIRWELL (DH) ATRIUM / STAIRWELL (DH)
PLEASE NOTE: requirement for PLEASE NOTE: requirement for lintel TBC by structural engineer lintel TBC by structural engineer 250mm Metsec Steel Framing PLEASE NOTE: requirement for 250mm Steel Framing indicated lintel TBC Metsec by structural engineer indicated 250mm Metsec Steel Framing Metsec base to be isolated from indicated Metsec base to be isolated from thermally broken aluminim thermally broken aluminim Metsec base to be isolated from window by 50mm treated timber by 50mmbroken treatedaluminim timber windowthermally packer timber window by 50mm treatedpacker plaster to return into window packer head as shown and to be sealed plaster to return into window headplaster as shown and tointo be sealed against frame. to return window against frame. head as shown and to be sealed against frame.
1196-T-07
WINDOWS: CONFERENCE / MEETING ROOM WINDOWS: aluminium windows double glazed with low-e CONFERENCE / MEETING ROOM aluminium windows double glazed with low-e coating to achieve a u-value of 1.6W/m2K WINDOWS: CONFERENCE / MEETING ROOM coating to achieve a u-value of 1.6W/m2K
GLAZED SCREEN TO BOATSHED: GLAZED SCREEN TO BOATSHED: Glazing to be 15mm Pilkington Pyrostop or similar approved Glazing to SCREEN be 15mmTO Pilkington Pyrostop or framing similar approved 44mm with 30x25mm hardwood beads fixed GLAZED BOATSHED: 44mm framing with 30x25mm beads fixed together 50mm long No 8 or 10 steel screws fixed Glazing to be 15mm Pilkingtonhardwood Pyrostop or with similar approved together with 50mm No 8 orhardwood 10through steel screws fixed at least 40mm into framing members. 44mm framing withlong 30x25mm beads fixed through at least 40mm into framing members. Gap between beads & together with 50mm long No 8 or 10 steel screws fixed glazing to be filled with intumescent Gap between beads & glazing be strip. filled with intumescent through at least 40mm into to framing members. strip. Gap between beads & glazing to be filled with intumescent All in accordance with pilkingtion approved fire tested strip. All in accordance with pilkingtion approved details fire tested details All in accordance with pilkingtion approved fire tested details
600 600
INTERMEDIATE FLOOR CONSTRUCTION: INTERMEDIATE FLOOR CONSTRUCTION: Floor finish - timber effect vinyl flooring [refer to Floor finish - timber effect vinyl flooring to room[refer data sheets] on: INTERMEDIATE FLOOR CONSTRUCTION: room data sheets] on: 18mm [refer OSB layer Floor finish - timber effect vinyl flooring to to be nailed at 200mm nominal 18mm to be nailed at 200mm nominal centres to joists roomOSB datalayer sheets] on: centres joists Easi-joist engineered metal web joists or equal 18mmto OSB layer to be nailed at 200mm nominal Easi-joist or equal at 400mm centres (depth and equivalent centres engineered to joists metal web joists equivalent 400mm centres (depth and specification Easi-joist at engineered metal web joists or equal TBC by structural engineers details) TBC by structural details) specification equivalent at 400mm centresengineers (depth and specification TBC by structural engineers details)
600
externally all in accordance with robust details
DETAILS
Perforated strip to provide ventilation Perforatedopening strip to provide ventilation opening
Perforated strip to p ventilation opening
Lintel profile by Rhe Lintel profile by Rheinzink Lintel profile by Rheinzink
thermally broken alu thermally broken aluminium window to specialist window to specialist details. sealant to be applied thermally broken aluminium sealant toto bespecialist applied between frame and window b details. window frame andtowindow board / jambs / head sealant be applied between / head frame and window board / jambs frame to have powd / head frame to have powder coated finish - RAL 7016 [m finish - RAL 7016powder [matt] coated frame to have finish - RAL 7016 [matt]
1450
1450 1450
aluminium windows double glazed with low-e WINDOW OPENING: coating to achieve a u-value of 1.6W/m2K WINDOW OPENING: Lintels in accordance with s/e details Lintels in accordance WINDOW OPENING:with s/e details Windows to be mastic sealed internally and Lintels in accordance with s/e details and all in accordance with robust details Windows to be mastic sealed internally externally externally all in accordance with robust Windows to be mastic sealed internallydetails and
ALL IN ACCORDAN ALL IN ACCORDANCE WITH RHEINZINK SS FACA RHEINZINK SS FACADE SYSTEM DETAILS ALL IN ACCORDANCE WITH DETAILS RHEINZINK SS FACADE SYSTEM
1 no. layer of 15mm Gyproc 1 no. layer of 15mm Gyproc WallBoard Duplex with 18mm WallBoard Duplex with 18mm MDF primed and painted window 1 no. layer of 15mm Gyproc MDF WallBoard primed andDuplex paintedwith window 18mm board over fixed to Metsec SFS board over fixed to Metsec SFS and sealed against window frame MDF primed and painted window and board sealedover against window frame and plasterboard lining as fixed to Metsec SFS and plasterboard lining as indicated in blue and sealed against window frame indicated in blueas and plasterboard lining indicated in blue Metsec head to be isolated from Metsec head to be isolated from thermally broken aluminim thermally broken aluminim Metsec head to be isolated from window by 50mm treated timber windowthermally by 50mmbroken treatedaluminim timber packer window by 50mm treatedpacker timber
Zinc sill profile by Rheinzink Support Zinc sillbracket profile by by window Rheinzink supplier to falls Support- set bracket by window
Zinc sill profile by Rh Support bracket by w supplier - set to falls
supplier - set to falls
Perforated strip to provide ventilation Perforatedopening strip to provide ventilation Insulated DPCopening to be wrapped under window DPCframe to be[areflex wrapped Insulated bubble or similar] underwrap window frame [areflex
Perforated strip to p ventilation opening
Insulated DPC to be under window frame bubble wrap or simil
bubble wrap or similar]
packer
ceilings to be taped and filled prior to application
600
1088
600 600
1088 1088
CEILING TREATMENT: CEILING TREATMENT: 2 no. layers 12.5mm Gyproc Soundbloc board fixed 2 CEILING no. layersTREATMENT: 12.5mm Gyproc Soundbloc board directly tofixed joists with plasterboard screws at max. directly to joists with plasterboard screws atcentres max. 230mm 2 no. layers 12.5mm Gyproc Soundbloc board fixed 230mm centres 3mm plaster skim coat-all joints in plasterboard directly to joists with plasterboard screws at max. 3mm plaster skim coat-all joints in plasterboard ceilings to be taped and filled prior to application 230mm centres ceilings to be taped filledjoints priorin toplasterboard application 3mm plaster skim and coat-all
All to achieve a u-value of approx. 0.22W/m2K
All to achieve a u-value of approx. 0.22W/m2K
1750
GROUND FLOOR CONSTRUCTION: GROUND FLOOR CONSTRUCTION: Non-slip vinyl sheet flooring with coved skirting Non-slip vinyl sheet flooring with coved [referskirting to room data sheets] GROUND FLOOR CONSTRUCTION: [refer to room sheets] sand:cement screed Non-slip vinyldata sheet flooring with 100mm coved skirting 100mm sand:cement screed OSMA underfloor heating pipes [refer to room data sheets] OSMA underfloor heating pipes 100mm Kingspan ThermaFloor TF70 rigid insulation 100mm sand:cement screed 100mm ThermaFloor TF70with rigid35mm insulation edge strips at the perimeter OSMAKingspan underfloor heating pipes with 35mm edge strips at the perimeter 150mm concrete slab to structural engineers details 100mm Kingspan ThermaFloor TF70 rigid insulation 150mm concrete to structural engineers details 1200 gauge Visqueen DPM with 35mm edgeslab strips at the perimeter 1200 gauge Visqueen DPM todetails structural engineers details 150mm concrete slab to structuralSub-base engineers Sub-base to structural details 1200 gauge Visqueen engineers DPM All to achieve a u-value of approx. 0.22W/m2K Sub-base to structural engineers details All to achieve a u-value of approx. 0.22W/m2K
1750 1750
GROUND FLOOR CONSTRUCTION: GROUND FLOOR CONSTRUCTION: Timber effect vinyl flooring [refer to room data Timber effect vinyl flooring [refer to room data sheets] GROUND FLOOR CONSTRUCTION: sheets] screed Timber effect vinyl flooring [refer100mm to roomsand:cement data 100mm OSMA underfloor heating pipes sheets]sand:cement screed OSMA underfloor heating pipes 100mm Kingspan ThermaFloor TF70 rigid insulation 100mm sand:cement screed 100mm ThermaFloor TF70with rigid35mm insulation edge strips at the perimeter OSMAKingspan underfloor heating pipes with 35mm edge strips at the perimeter 150mm concrete slab to structural engineers details 100mm Kingspan ThermaFloor TF70 rigid insulation 150mm concrete to structural engineers details 1200 gauge Visqueen DPM with 35mm edgeslab strips at the perimeter 1200 gauge Visqueen DPM todetails structural engineers details 150mm concrete slab to structuralSub-base engineers Sub-base to structural details 1200 gauge Visqueen engineers DPM All to achieve a u-value of approx. 0.22W/m2K Sub-base to structural engineers details All to achieve a u-value of approx. 0.22W/m2K
2100
2100 2100
FEMALE / WHEELCHAIR WC FEMALE / WHEELCHAIR WC FEMALE / WHEELCHAIR WC
FLOOR BUILD UP FLOOR BUILD UP Epoxy Paint Finish Epoxy Paint FinishUP 150mm Concrete slab to S/E FLOOR BUILD 150mm Concrete toFinish S/E details Epoxyslab Paint details 150mm Concrete slab to S/E 100mm Kingspan ThermaFloor 100mm Kingspan ThermaFloor TF70 rigid insulation with details TF70Kingspan rigid insulation with 1200 gauge Visqueen DPM 100mm ThermaFloor 1200 gauge DPM TF70 rigidVisqueen insulation with Sub-base to structural engineers Sub-base to structural engineers specification 1200 gauge Visqueen DPM specification Sub-base to structural engineers specification Course of blockwork laid above slaboftoblockwork reach levellaid of DPC Course above
Course of blockwork laid above slab to reach level of DPC
150mm Concrete slab to SE slab to reach level of DPC 150mm Concrete slab to SE details to be cast to inner face of details 150mm to be cast to innerslab facetoofSE cavity insulation Concrete cavity insulation details to be cast to inner face of cavity insulation 35mm insulation [min. R value 35mm insulation [min. R value 0.75m2K/W to be turned up at 0.75m2K/W to be [min. turned at edges to full depth of screed 35mm insulation R up value edges to fullto depth of screed 0.75m2K/W be turned up at edges to full depth of screed proprietary screed stop where required [eg.screed Britishstop Gypsum proprietary where or similar] required99FC50 [eg. British Gypsum
proprietary screed stop where required [eg. British Gypsum 99FC50 or similar]
99FC50 or similar] CAVITY WALL CONSTRUCTION CAVITY WALL CONSTRUCTION Ibstock A5051A Brunel Blue Ibstock A5051A Brunel Blue Smooth Solid engineering brick CAVITY WALL CONSTRUCTION Smooth SolidA5051A engineering brick outer leaf Ibstock Brunel Blue outer leaf 140mm CMU Blockwork inner Smooth Solid engineering brick 140mm CMU Blockwork inner outer leaf leaf run between steel columns leaf140mm run between steel columns PLEASE NOTE: steel to be CMU Blockwork inner NOTE:steel steelcolumns to be confirmed by structural leafPLEASE run between confirmed by structural engineers issue of drawings PLEASE NOTE: steel to be engineers issue of confirmed bydrawings structural engineers issue of drawings
Rheinzink protect p Rheinzink protect pre-patina blue-grey double st blue-grey double standing seam facade as elsewhere Rheinzink protect pre-patina facade as elsewhere (see wallseam type 2) blue-grey double standing type 2) as elsewhere (see wall facade
DPC min. 150mm af type 2) DPC min. 150mm affl to be dressed under MetS dressed under MetSec DPC min. 150mm afflbase to betrack and lapped over DP and lapped over MetSec DPM base track dressed under DPM to be turned u andto lapped over up DPM DPM be turned edge of concrete slab taken concrete taken up up face inner blockwork lea DPM to slab be turned edgeof of inner blockwork leaf and lapped under DPC concrete slab taken up face of under innerDPC blockwork leaf and lapped 50mm insulation [m under DPC 50mm insulation [min. R value - 0.75m2K/W] to cav 0.75m2K/W] to cavity toR value - thermally isolate sl 50mm insulation [min. thermally isolate 0.75m2K/W] to slab cavity to thermally isolate slab
3
6150 1088
530
5
SECTION 04
6
7
SECTION 05
530
8 SECTION 01
3000
G H
5074 530
4 5076
2
3500
1
5550
GF PLAN
D-04
G
W-07
W-06
W-05
rwp
W-08 rwp
4593
2700
4093
02 DRYING ROOM Area: 17.2 sq/m Floor finish to be screed with epoxy paint finish
ID-10
ID-01
ID-11
F
1088
1088
rwp
rwp
F
W-04
03 EQUIPMENT STORE Area: 47 sq/m Floor finish to be power floated concrete with epoxy paint finish
1050
4093
1588
4093
02 CHANGING ROOM Area: 64.5 sq/m Floor finish to be screed with epoxy paint finish
E ID-02
ID-12
SECTION 02
ID-09
18
17
16
15
14
NOTE: Blockwork depth around platform lift reduced to 100mm to maximise opening TBC by structural engineer
D
D
13
W-09
1088
1588
2700
4080
4080 SECTION 02
1088
rwp
E
rwp
07 WASH DOWN Area: 14.75 sq/m Floor finish to be non-slip vinyl sheet flooring with coved skirting
12 rwp
11 rwp
10 09 Gartec platform lift Aritco 9000 min. clear opening 1565 x 1630
1200
07 06 05 ID-06
04 03
1088
988
SECTION 03
ID-08
IS-03
ID-05
04 KITCHEN/DINING Area 18.4 sq/m Floor finish to be wood effect vinyl flooring with painted softwood skirting
D-01
rwp
4500
1088
7900
1800
A B
D-02
rwp
1200
10150
6150
2
4
Please do not scale from th steelwork TBC by structura
Opening formed in canopy over main entrance
SECTION 01
3500
1
SECTION 05
5
6
26 Old Haymarket Liverpool L1 6ER
DK-Architects
5550
SECTION 04
3788
08 ENTRANCE LOBBY Area 8.6 sq/m Floor finish to be wood effect vinyl flooring with painted softwood skirting
2700
3288 D-03
B
ID-04
03 BOAT SHED Area: 200 sq/m Floor finish to be power floated concrete with epoxy paint finish
EXTERNAL SECURE FUEL STORE
W-01
rwp
rwp
C
800
C
ID-03
1088
W-10
ID-07 06 FEMALE /WHEELCHAIR WC Area: 6.9 sq/m Floor finish to be vinyl sheet flooring with coved skirting
432
1188
09 ATRIUM/STAIRWELL (DH) Area: 29.1 sq/m Floor finish to be wood effect vinyl flooring with painted softwood skirting
432
988
02
W-03
1188
530
IS-02
STAIR 01
01
SECTION 03
05 MALE WC Area: 7.7 sq/m Floor finish to be vinyl sheet flooring with coved skirting
W-02
530
IS-01
08
4748
4748
2700
01 MAINTENANCE WORKSHOP Area: 70 sq/m Floor finish to be power floated concrete screed with epoxy paint finish
7
8
Job:
Southport Lifeboat Station
Client: Drawing Title:
GF PLAN
Date:
22.05.2016
Drawing no:
1196-P-08
Scale:
1:50 @ A1
Drawn:
IP
revision: *
T 0151 2 F 0151 2 E mail@ W www.
SECTION 04: DETAIL SECTION THROUGH BOAT SHED 0
1000
1500
2000
2500
3000
3500
4000
4500
5000 mm
DETAIL 09: STO RENDER JUNCTION DETAILS 1:10 DETAIL 08: Extended canopy to Boatshed
ALL IN ACCORDANCE WITH StoTherm CLASSIC K SYSTEM DETAILS [REF STCK_204]
530
2380
600
IS-07
530
530
1350
1350
PPC Aluminium Sill and Support bracket by window supplier - set to falls Sto Seal tape 2D 15/5-12 or 2D 15/2-6
IS-03
900
1575
IS-02
2100
2100
IS-01
2100
Frame to have marine grade finish in standard RAL colour
1088
900
1088
thermally broken aluminium window to specialist details. sealant to be applied between frame and window board / jambs / head
PLEASE NOTE: refer to manufacturer for detailed specification for head, lintel and threshhold details www.envirodoor.com
Insulated DPC to be wrapped under window frame [areflex bubble wrap or similar] PLEASE NOTE: window sill to be installed prior to installation of render system
All to achieve a u-value of approx. 0.22W/m2K
min. 35mm overhang from face of render
H G
F
E
D
C
Sto insulated render system as elsewhere (see wall type 1)
Mineral wool insulation to fully fill void to steel stub to prevent cold bridging Vapour control layer to be fitted over ceiling finish
RENDERED WALL CONSTRUCTION AS ELSEWHERE (see Wall Type 1)
UB to be cantilevered out from main steel frame to support ladder frame PLEASE NOTE: steel to be confirmed by structural engineers issue of drawings
Sto aluminium starter track fixed back to 12mm cement partical board [to suit 130mm insulation width ] DPC min. 150mm affl to be dressed under MetSec base track and lapped over DPM Course of blockwork laid above slab to reach level of DPC
Rheinzink zinc protect pre-patina blue-grey edge trim to cover front of canopy with upstand at upper level to prevent water blow off and 25mm drip as indicated
150mm Concrete slab to structural engineers details to be cast to inner face of cavity insulation 50mm insulation [min. R value 0.75m2K/W] packed into cavity
Iroko to be treated with min. 2 coats Danish Oil [min. 1 coat to be applied prior to fixing]
CAVITY WALL CONSTRUCTION Ibstock A5051A Brunel Blue Smooth Solid engineering brick outer leaf 140mm CMU Blockwork inner leaf run between steel columns PLEASE NOTE: steel to be confirmed by structural engineers issue of drawings
10mm ventilation gap between Iroko and vertical wall with 3-4mm insect mesh
DPM to be turned up edge of concrete slab taken up face of inner blockwork leaf and lapped under DPC
20mm T&G iroko board soffit [max face width 125mm] to be fixed back to 175x50mm tan SW ladder frame with min. 50mm stainless steel pin head screws @ max. 230mm cts.
1 no. layer of 15mm Gyproc WallBoard Duplex with 18mm MDF primed and painted window board over fixed to Metsec SFS and sealed against window frame and plasterboard lining as indicated in blue Metsec head to be isolated from thermally broken aluminim window by 50mm treated timber packer
B A
DETAIL 08: EXTENDED CANOPY & SOFFIT TO BOATSHED DETAIL 1:10
CANOPY CONSTRUCTION: Rheinzink protect double Standing Seam Zinc roof system in grey/blue to be sealed under Rheinzink edge trim in accordance with manufacturers details Vapozinc structured underlay by Rheinzink 100mm rigid insulation Polyethylene VCL [shown blue] 18mm WBP ply deck fixed to ladder frame formed from 175x50mm SW joists
Metsec base to be isolated from thermally broken aluminim window by 50mm treated timber packer plaster to return into window head as shown and to be sealed against frame.
1420
1350
1088
Envirodoor 'Envirolite' HT60N Aluminium framed fibreglass translucent vertical stacking door with ISO-option to acheive U-value of 1.1 W/m2/K. SPRINT option to increase opening speed 'Brilliant' finish to fibreglass panels Aluminium profiles to be colour coated to match windows
PLEASE NOTE: requirement for lintel TBC by structural engineer 250mm Metsec Steel Framing indicated
4500
GROUND FLOOR CONSTRUCTION (Boatshed/Workshop) Epoxy paint finish to concrete slab [refer to room data sheets] 150mm concrete slab to structural engineers details 100mm Kingspan ThermaFloor TF70 rigid insulation 1200 gauge Visqueen DPM Sub-base to structural engineers details
1550
2000 IS-06
150 RENDERED WALL CONSTRUCTION (Wall Type 1): StoTherm Classic K build-up on lightweight steel frame: Finish to be StoSilco K1.5 render system colour ref: white [RAL 9010] min. 3mm Sto Armat classic Sto Glass fibre mesh embedded in wet Armat classic min. 3mm Sto Armat classic 130mm Sto EPS insulation board bedded to substrate with Sto adheshive 12mm cement partical board 203mm wide Metsec steel framing Note: Blockwork inner leaf taken to 2325mm from floor level and paint finished in Boat Shed/Workshop/Store. Steel liner tray above to ceiling
trowel cut in render coatings
IS-08
All in accordance with Pilkington approved fire tested details
600
600
IS-05
StoSeal tape 2D 15/5-12 Sto PVC mesh angle bead
150
IS-04
min. 20mm overlap of EPS onto window frame to allow for StoSeal tape
530
530
2000
GLAZED SCREENS TO BOATSHED: Glazing to be 15mm Pilkington Pyrostop or similar approved 44mm framing with 30x25mm hardwood beads fixed together with 50mm long No 8 or 10 steel screws fixed through at least 40mm into framing members. Gap between beads & glazing to be filled with intumescent strip.
1450
1450
1550
2380
FLOOR BUILD UP Epoxy Paint Finish 150mm Concrete slab to S/E details 100mm Kingspan ThermaFloor TF70 rigid insulation with 1200 gauge Visqueen DPM Sub-base to structural engineers specification
26 Old Haymarket Liverpool L1 6ER
DK-Architects
T 0151 231 1209 F 0151 227 2053 E mail@dk-architects.com W www.dk-architects.com
Southport Lifeboat Station
Job: Client:
MAIN STAIR DETAIL
Date:
16.05.2016
Drawing no:
1196-T-14A
Scale:
1:20/1:10 @ A1
Drawn:
IP
Revision
12 38 50 2038
Date
revision:
MAIN STAIR LAYOUT PLAN
*
Description
MAIN STAIR LAYOUT PLAN D
DETAILS
Drawing Title:
Do not scale from this drawing, all steelwork TBC by structural engineers details
1038
DETAILS 38 x 19mm steel tubing mitred and welded to form frame
D
Perforated steel infill panel to frame
DETAILS
1164
Fixing bracket welded to upstand fixed either side to frame of balustrade
Handrail bracket fixed to RHS post
1164 1F FFL +3000
250
Tread-17 +2834
250502
1FTread-16 FFL +3000 +2668
18
38x50mm steel RHS post Fixing bracket welded to upstand fixed [PLEASE NOTE: TBC of bybalustrade SE details]. either side to frame
18
250 250 250 250 250 250
1065
250
250
250
250
250156
357
1090 250
250
1065
18
250
Tread-14 +2336
18
250
Tread-13 +2170
1065
250
38x50mm steel RHS post 44mm veneered plywood fixed [PLEASE NOTE: TBC by SE tread details]. from underside to steel angles
52x64 mm steel angle welded to steel stringer positioned to support treads
1065
1065
18
250
250
250
250
250
250
250
250
250
250
250
357
1090 1090
350
Tread-12/Landing Level +2004
44mm veneered plywood tread fixed from underside steel angles 38x50mm steel to RHS post welded at base to steel stringer/angle [PLEASE NOTE: TBC by SE details]. 52x64 mm steel angle welded to steel stringer positioned to support treads 18mm veneered plywood front cover panels fixed from the rear to stringer with 20mm packing battens so that cover panelsteel fallsRHS flush with the front 38x50mm post welded at of balaustrade base to steelpanel stringer/angle [PLEASE NOTE: TBC by SE details]. 18mm veneered plywood front and soffit panels mitred together to form smooth corner joint 18mm veneered plywood front cover
1065
156 1090
167
18
250
Tread-15 Tread-13 Tread-16 Tread-14 Tread-17 Tread-15 +2502 +2668 +2834 +2170 +2336 +2502
Handrail bracket fixed to RHS post
250
DETAIL 02
1145
Balustrade panels fixed to bracket welded to RHS post from either side to form 18mm shadow gap between balustrade panels
250
167
18
350
167
1145
Tread-11 +1837
Tread-10 1670
Tread-09 1503
Tread-08 +1336
Tread-07 +1169
Tread-06 +1002
Tread-05 +835
Tread-04 +668
Tread-03 +501
Tread-02 +334
Tread-01 +167
GF FFL +000
Tread-11 +1837
Tread-10 1670
Tread-09 1503
Tread-08 +1336
Tread-07 +1169
Tread-06 +1002
Tread-05 +835
Tread-04 +668
Tread-03 +501
Tread-02 +334
Tread-01 +167
GF FFL +000
panels fixed from the rear to stringer 18mm veneered plywood soffit with 20mm packing battens so cover that panel panel face fixed 52 xwith 64mm cover fallsto flush thesteel front of angles with panel 20mm packing battens to balaustrade give continous 18mm shadow gap 18mm veneered plywood betweeen panels. Fixings front to be and soffit panels mitred together form counter-sunk and plugged to to match smooth veneer corner joint
C
1078
DETAIL 01
18
50 681078 40
22mm veneered plywood riser fixed from rear to steel angle
1145
Balustrade panels fixed to bracket welded to RHS post from either side to form 18mm shadow gap between 18 1145 balustrade panels
1145
Handrail bracket fixed to RHS post Perforated steel infill panel to frame
607
18mm veneered plywood soffit cover panel face fixed to 52 x 64mm steel angles with 20mm packing battens to give continous 18mm shadow gap betweeen panels. Fixings to be counter-sunk and plugged to match veneer
18
50 68 40
52x64 mm steel angles welded to steel stringer positioned to accept risers
18mm veneered plywood front and soffit panels mitred together to form smooth corner joint
1145
18
18mm veneered plywood front cover panels fixed from the rear to stringer with 20mm packing battens so that cover panel falls flush with the front of balaustrade panel
18
607607
Each tread to have 2no. 20mm wide rubber composite strips to be rebated into oak with a 10mm gap between and to run accross full width of tread. [Gradus Stairtile OT/F - 6.5mm deep in black or similar approved]
1145
18 18
38x50mm steel RHS post welded at base to steel stringer/angle [PLEASE NOTE: TBC by SE details].
18
Tread-12/Landing Level +2004
SECTION B 354
18
607
18
607
4
6
4
6
C
1165
90 38 12 6
DE CONSTRUCTION: de steel RHS post to be welded at base to steel PFC ork TBC by SE details]. Steel brackets for fixing of de panels to be welded to post as shown in Detail 01.
panels to be constructed from perforated steel sheet a 10mm diameter round hole with a 30mm margin at he back of the frame element constructed of 19 x el tubing, mitred and welded to form a frame. smooth and the panel to be finished with d thermoplastic coat in white.
top
of
SECTION A
ba
lus
tra
top
of
de
:p
+1
10
:p
0m
m
itc
h li
ne
+9
1145
00
18
1145
18
1145
18
1F FFL +3000
1145
18
1145
1145
Stair generally to be: BRIDGEto FLOOR Ground First: CONSTRUCTION: 3400mm Floor finish - timber @ effect vinyl flooring [refer to room data sheets] on: 12 risers to landing 167mm layer to be nailed at 200mm nominal centres to joists 618mm risersOSB to 1F @ 166mm Easi-joist engineered metal web joists or equal equivalent at 400mm (TBC deep by structural engineers running between cantilevered no. 275mm steel stringer with details) 52 x 64mm unequal leg angles 2centres stub beamsto(TBC by structural engineers positioned receive veneered 44mm ply details) treads & risers and 18mm
1145
gre
es
166
900
166
1F FFL +3000
166
LANDING LEVEL +2004
18 top
18
392
18
607
18
1145
top
lus
of
ha
de
:p
h li
ne
rail
10
:p
top
of
de to conform to the horizontal line load BS 6399 Part 1: 1996 to comply with ADK paragraph
m
h li
ne
ha
de
:p
18
nd
rail
+1
10
0m
m
itc
h li
+9
1145
18
00
pit
ch
lin
e:
33 .74
mm
de
gre
es
enerally 44mm thk. veneered plywood treads to be gles welded to steel stringers. ywood risers fixed between steel angles welded to pit
ch
lin
e:
33 .74
de
gre
GF FFL +000
es
900
1240
18
1065
18
1065
18
523
1065
18
1065
18
523
900
18
167
1240
167 167
4 GF FFL +000
SOUTHPORT LIFEBOAT STATION
DK - ARCHITECTS
4
Handrail to be: 40mm dia. circular stainless steel handrail to be 900mm above pitch line of Treads to abe: stair with minimum of 60mm clear between outside edge of balustrade. Refer to detail butback generally 44mm thk. veneered plywood treads to be Handrail to be 02 fixed to timber blaustrade with proprietary brackets @ fixed between steel angles welded to steel stringers. 600mm centres. 25mm thk. plywood risers fixed between steel welded Brackets toveneered be 'Flat-Tube adjustable handrail bracket' by angles Q-Railing withto satin steel stringers. stainless steel finish [product ref 13.0145.042.12] or similar approved
1100
167 900
GF FFL +000
VISUALISATION OF PRIMARY ELEVATION
1100
900
C
167
D
167
be adjustable handrail bracket' by Q-Railing with satin roduct ref 13.0145.042.12] or similar approved
SECTION B
veneered ply base panels Stair generally toTBC be: by SE details PLEASE NOTE: All Ground to First: 3400mm Stair Balustrading to be: 12 risers to landingpanels @ 167mm Perforated Balustrade panels to be constructed from perforated steel sheet 6 risers to 1F @ 166mm custom punched with a 10mm diameter round hole at a pitch of 34 degrees to match stair, withsteel a 30mm margin edges.unequal Perforated panel to 275mm deep stringer withat 52the x 64mm leg infill angles 2 no. then be welded to theveneered back of the frame of 19 x 38mm positioned to receive 44mm plyelement treads &constructed risers and 18mm rectangular veneered plysteel basetubing, panels mitred and welded to form a frame. All jointsNOTE: to be All ground smooth and the panel to be finished with PLEASE TBC by SE details electrostatically applied thermoplastic coat in white. Stair Balustrading panels to be: Perforated panels constructed from steel sheet Balustrade Balustrade panels to be fixed to be upstands through theperforated sides of frame custom a 10mm elementpunched as shownwith in Detail 01 diameter round hole at a pitch of 34 degrees to match stair, with a 30mm margin at the edges. Perforated infill panel to then be NOTE: weldedbalustrade to the backtoofconform the frame constructed of 19 x 38mm PLEASE to element the horizontal line load rectangular steel mitred form a frame. requirements set tubing, out in BS 6399 and Partwelded 1: 1996 to comply with ADK paragraph All 3.2 joints to be ground smooth and the panel to be finished with electrostatically applied thermoplastic coat in white. PLEASE NOTE: TBC by structural engineer Balustrade panels to be fixed to upstands through the sides of frame element as shown in Detail 01 Treads to be: Refer toNOTE: detail 02 but generally 44mmto thk. plywood treads to be PLEASE balustrade to conform theveneered horizontal line load fixed betweenset steel welded to1:steel requirements outangles in BS 6399 Part 1996stringers. to comply with ADK paragraph 25mm thk. veneered plywood risers fixed between steel angles welded to 3.2 steel stringers. PLEASE NOTE: TBC by structural engineer
18mm shadow gap between balustrade panels to be matched to 18mm shadow gap between veneered plywood cover panels fixed to 52 x 64mm steel angles welded to stringer (refer to detail 02)
h li
ne
18
mm
itc
ne
LANDING LEVEL +2004
1145
00
lus
:p
tructural engineer
+9
ba
tra
900
e fixed to upstands through the sides of frame etail 01
of
0m
itc
18 top
+1
1145
18mm shadow gap between balustrade panels to be matched to 18mm shadow gap between veneered plywood cover panels fixed to 52 x 64mm steel angles welded to stringer (refer to detail 02)
itc
nd
607
LANDING LEVEL +2004
18
ba
290
1260
of
tra
900
1F FFL +3000
10
nels to be: panels to be constructed from perforated steel sheet a 10mm diameter round hole at a pitch of 34 degrees 0mm margin at the edges. Perforated infill panel to back of the frame element constructed of 19 x 38mm g, mitred and welded to form a frame. smooth and the panel to be finished with d thermoplastic coat in white.
nless steel handrail to be 900mm above pitch line of f 60mm clear between outside edge of balustrade. ck to timber blaustrade with proprietary brackets @
1100
900
1145
de
mm 167mm m
l stringer with 52 x 64mm unequal leg angles eneered 44mm ply treads & risers and 18mm ls by SE details
18
1100
33 .58
1145
10 290 1057
e:
18
Perforated Balustrade panels to be constructed from perforated steel sheet custom punched with a 10mm diameter round hole with a 30mm margin at the edges, welded to the back of the frame element constructed of 19 x BALCONY BALUSTRADE CONSTRUCTION: 38mm rectangular steel tubing, mitred and welded to form a frame. 38x50mm made steel RHS to be to welded at basewith to steel PFC All joints tocustom be ground smooth andpost the panel be finished [PLEASE NOTE: steelwork TBC by SE details]. brackets for fixing of electrostatically applied thermoplastic coat inSteel white. handrail and balaustrade panels to be welded to post as shown in Detail 01. Balustrade panels to be fixed to upstands through the sides of frame Perforated panels01to be constructed from perforated steel sheet element asBalustrade shown in Detail custom punched with a 10mm diameter round hole with a 30mm margin at the edges, welded to the of the frame constructedset of out 19 x in Balustrade to conform toback the horizontal lineelement load requirements 38mm tubing,with mitred welded to a frame. BS 6399rectangular Part 1: 1996steel to comply ADKand paragraph 3.2form and ADN All joints to be ground smooth and the panel to be finished with electrostatically thermoplastic coat in white. BRIDGE FLOORapplied CONSTRUCTION: Floor finish - timber effect vinyl flooring [refer to room data sheets] on: Balustrade tobe benailed fixed to throughcentres the sides frame 18mm OSBpanels layer to at upstands 200mm nominal to of joists element shown in Detail Easi-joistasengineered metal01 web joists or equal equivalent at 400mm centres (TBC by structural engineers details) running between cantilevered Balustrade conform to the horizontal load requirements set out in stub beamsto(TBC by structural engineersline details) BS 6399 Part 1: 1996 to comply with ADK paragraph 3.2 and ADN
1057
pit
lin
DETAIL 01 SECTION B BALCONY BALUSTRADE CONSTRUCTION: 38x50mm custom made steel RHS post to be welded at base to steel PFC [PLEASE NOTE: steelwork TBC by SE details]. Steel brackets for fixing of handrail and balaustrade panels to be welded to post as shown in Detail 01.
1145
SECTION A
mm
to the horizontal line load requirements set out in comply with ADK paragraph 3.2 and ADN
ch
DETAIL 01
h li
nd
rail
18mm veneered plywood soffit cover panel face fixed to 52 x 64mm steel angles with 20mm packing battens to give continous 18mm shadow gap betweeen panels. Fixings to be counter-sunk and plugged to match veneer
itc
ne
ha
e fixed to upstands through the sides of frame etail 01
12 38 50 2038
607 354
Perforated steel infill panel to frame 10mm diameter round hole perforations set at 33.5 degree pitch to match stair with 30mm margin
1145
18
52x64 mm steel angle welded to steel stringer positioned to support treads
Fixing bracket welded to upstand fixed either side to frame of balustrade 38 x 19mm steel tubing mitred and welded to form frame
354
44mm veneered plywood tread fixed from underside to steel angles
Perforated steel infill panel to frame
502
38 x 19mm steel tubing mitred and welded to form frame
38x50mm steel RHS post [PLEASE NOTE: TBC by SE details].
STRUCTION: fect vinyl flooring [refer to room data sheets] on: nailed at 200mm nominal centres to joists metal web joists or equal equivalent at 400mm ural engineers details) running between cantilevered ructural engineers details)
12 38 50 2038
6
6
Handrail to be: 40mm dia. circular stainless steel handrail to be 900mm above pitch line of stair with a minimum of 60mm clear between outside edge of balustrade. Handrail to be fixed back to timber blaustrade with proprietary brackets @ 600mm centres. Brackets to be 'Flat-Tube adjustable handrail bracket' by Q-Railing with satin stainless steel finish [product ref 13.0145.042.12] or similar approved
1F FFL +3000
1F FFL +3000
LANDING LEVEL +2004
LANDING LEVEL +2004
GF FFL +000
D GF FFL +000
D
SECTION 02: NW|SE SECTION THROUGH VIEWING TOWER 1500
2000
2500
3000
3500
4000
4500
5000 mm
ACCOM. PEAK +15750 TOWER PEAK +15400 DETAIL 06: Soffit detail to accomodation wing roof
TOWER EAVES +14900
ACCOM. PEAK +15750 TOWER PEAK +15400
TOWER EAVES +14900
340
DETAIL 04: Recessed Rooflight
FLAT ROOF TO VIEWING TOWER: 100mm Kingspan thermaroof insulation on polythene VCL 18mm Plywood deck on firings to create falls 150mm Rockwool insulation between joists 38x50mm SW timber battens @ 400mm cts. 1 no. layer 12.5mm Wallboard Duplex plasterboard fixed to SW battens All joints in plasterboard ceilings taped and filled prior to application of 3mm plaster skim coat.
670
1000
1100
0
All to acheive a u-value of 0.18W/m2K
BOATSHED RIDGE +13700
RENDERED WALL CONSTRUCTION (Wall Type 1) as elsewhere to wall between boatshed and accomodation wing roof
CEILING TREATMENT: 50 x 38mm sw battens @ 400mm cts. 1 no. layer 12.5mm Gyproc board fixed to battens with plasterboard screws at max. 230mm centres 3mm plaster skim coat-all joints in plasterboard ceilings to be taped and filled prior to application
BOATSHED RIDGE +13700 VIEWING TOWER
1600
ZINC SS ROOF CONSTRUCTION (Boat Shed) Rheinzink protect double Standing Seam roof system: Finish to be Rheinzink Protect Pre-Patina zinc Vapozinc structured underlay by Rheinzink 100mm rigid insulation Vapour control layer 18mm plywood substrate 200mm Rigid insulation between steel purlins All to acheive a u-value of approx. 0.14W/m2K
ACCOM. EAVES +12350
ACCOM. EAVES +12350 1100
1550
1550
08 07 06
200mm DOUBLE LEAF BLOCKWORK WALL (Wall Type 6): 100mm blockwork leaf with paint finish to outer face sleeve tied to RHC column 15mm gap to allow for mortar joint / sleeve ties\ 100mm blockwork leaf with paint finish to outer face sleeve tied to RHC column Exposed RHC steelwork to be painted with white intumescent paint
WINDOW OPENINGS: Lintels in accordance with s/e details Windows to be mastic sealed internally and MAINTENANCE WORKSHOP externally all in accordance with robust details
996
166 166
09 08
INSULATED CAVITY WALL CONSTUCTION (Wall Type 5) Paint finish to blockwork on Boat Shed side Exposed UC steelwork to be painted with white intumescent paint 100mm concrete block run between UC columns PLEASE NOTE: steel to be confirmed by structural engineers issue of drawings 50mm knauf earthwool dritherm cavity slab 37 to back of cavity 100mm concrete block inner leaf tostructural engineers details 1 layer 12.5mm Gyproc SoundBloc board + 3mm skim
2
07 06 05 04 03 02 01
Velux Integra GGL MK12 electric roof window all in accordance to manufactures standard details
5
NOTE: Moisture resistant plasterboard required for all plaster finishes in wet areas
All to achieve a u-value of approx. 0.22W/m2K Sto aluminium starter track fixed back to cement partical board at base
900
6
7
8
DETAIL 06: SOFFIT DETAIL 1:10 Generally roofing membrane to be dressed into gutter and turned up and over upstand and to be sealed against vapour control layer
Treated SW timber upstand formed above portal steel faced with 18mm ply to form gutter upstand
CANOPY CONSTRUCTION: Rheinzink protect double Standing Seam Zinc roof system in grey/blue to be sealed under Rheinzink edge trim in accordance with manufacturers details Vapozinc structured underlay by Rheinzink 100mm rigid insulation Polyethylene VCL [shown blue] 18mm WBP ply deck fixed to ladder frame formed from 160x50mm SW joists
35mm rigid insulation board and VCL to line gutter Rheinzink zinc protect pre-patina blue-grey edge trim to cover front of canopy with upstand at upper level to prevent water blow off and 25mm drip as indicated
Harmer AV 345/F 45 deg. spigot outlet or similar to internal downpipe within wall to be confirmed and installed by roofing specialist [refer to roof plan for locations]
152 x 127mm steel joists to support rooflight (TBC with roofing specialist and SE issue of drawings) Vapour barrier [shown blue] dressed into connecting strip of rooflight Velux EDE bottom flashing with EPS Insulation Zinc SS roof sheet lapped under bottom flashing of skylight and fixed back to plywood substrate layer
Roof VCL to be lapped over vertical VCL as indicated Rheinzink protect pre-patina blue-grey double standing seam facade as elsewhere (see wall type 2)
1F +9750
RENDERED WALL CONSTRUCTION TO TOWER: StoTherm Classic K build-up on lightweight steel frame: Finish to be StoSilco K1.5 render system colour ref: white [RAL 9010] min. 3mm Sto Armat classic Sto Glass fibre mesh embedded in wet Armat classic min. 3mm Sto Armat classic 130mm Sto EPS insulation board bedded to substrate with Sto adheshive 12mm cement partical board 150mm RHS secondary steelwork 152mm wide Metsec lightweight framing between secondary steels 1 no. layer of 15mm Gyproc WallBoard Duplex and 1no. 15mm layer of 15mm Gyproc WallBoard [inner layer] to receive 3mm plaster skim (allow for all joints to be taped and sealed before skimming)
All to achieve a u-value of approx. 0.22W/m2K
DETAIL 05: CONCEALED GUTTER DETAIL 1:10
Vapour barrier [shown blue] dressed into connecting strip of rooflight
CEILING TREATMENT: 2 no. layers 12.5mm Gyproc Soundbloc board fixed directly to joists with plasterboard screws at max. 230mm centres 3mm plaster skim coat-all joints in plasterboard ceilings to be taped and filled prior to application
GROUND FLOOR CONSTRUCTION (Accom. Wing) 15mm timber effect vinyl flooring [refer to room data sheets] on: 100mm sand:cement screed OSMA underfloor heating pipes 100mm Kingspan ThermaFloor TF70 rigid insulation with 35mm edge strips at the perimeter 150mm concrete slab to structural engineers details 1200 gauge Visqueen DPM Sub-base to structural engineers details
4
Zinc sheet carried over eaves and formed around 18mm WBP ply fixed to timber battens to form vent for facade at gutter
CHANGING ROOM
10
167 167
All to achieve a u-value of approx. 0.22W/m2K
ATRIUM / STAIRWELL (DH)
11
3750
3750 2100
2100
15 14 13
2004
GROUND FLOOR CONSTRUCTION (Boat Shed/Workshop) Epoxy paint finish to concrete slab [refer to room data sheets] 150mm concrete slab to structural engineers details 100mm Kingspan ThermaFloor TF70 rigid insulation 1200 gauge Visqueen DPM Sub-base to structural engineers details
Velux EDE top flashing with EPS Insulation
PLEASE NOTE: all steelwork to be confirmed by structural engineers issue of drawings
16
STAIR 01
Zinc SS roof sheet carried over top flashing of rooflight light and fixed back to battens
02 01
MAIN BOAT SHED
DETAIL 04: RECESSED ROOFLIGHT DETAIL 1:10
152mm RHS fixed with pin joints to RHS stub beams cantilevered from primary columns to form secondary steel structure at 6 deg. angle from vertical
03
17
12
1
04
18
1100
GF +6750 BOATSHED +6600
RHS stub beam
STORAGE VOID BELOW VIEWING TOWER
05
1100
WINDOWS: aluminium windows double glazed with low-e coating to achieve a u-value of 1.6W/m2K
BOATSHED EAVES +11650 2F +11500
10 09
8600
CEILING TREATMENT: Steel liner tray fixed directly to underside of steel purlins. Exposed steel beams to be painted white
990
CEILING TREATMENT: Steel liner tray fixed directly to underside of steel purlins. Exposed steel beams to be painted with white intumescent paint
ZINC STANDING SEAM FACADE CONSTRUCTION Rheinzink Double Standing Seam System in Rheinzink Protect Pre-Patina blue/grey zinc with sealing strip as required (roof pitch ≤ 7°) Vapozinc – structured underlay by Rheinzink 130mm EPS rigid insulation board Vapour control layer, with airtight installation + Breather membrane + fully supported flexible underlay as per BS EN 13859-1+2 with sealed overlaps where required Substrate of 10mm cement partical board fixed back to lightweight steel framing 203mm deep MetSec lightweigt steel framing Note: Blockwork inner leaf taken to 2325mm from floor level and paint finished in Boat Shed/Workshop/Store. Steel liner tray above to ceiling
900
STAIR 02
BOATSHED EAVES +11650 2F +11500
1F +9750
540
540
DETAIL 05: Concealed gutter detail
Rheinzink protect pre-patina blue-grey double standing seam roof system as elsewhere Zinc gutter channel by Rheinzink Vapour control [shown blue] layer dressed up over galv. upstand and Metsec section
Tapered UB to be cantilevered out from main steel frame to support ladder frame PLEASE NOTE: steel to be confirmed by structural engineers issue of drawings
10mm ventilation gap between Iroko and vertical wall with 3-4mm insect mesh
20mm T&G iroko board soffit [max face width 125mm] to be fixed back to 175x50mm tan SW horizontal framework with min. 50mm stainless steel pin head screws @ max. 230mm cts.
RENDERED WALL CONSTRUCTION (see Wall Type 1)
Iroko to be treated with min. 2 coats Danish Oil [min. 1 coat to be applied prior to fixing]
Mineral wool insulation to fully fill void to steel stub to prevent cold bridging Vapour control layer to be fitted over ceiling finish
GF +6750 BOATSHED +6600
7 WATER STREET
CONSERVATION
7 Water Street
MIXED USE RESIDENTIAL DEVELOPMENT - MgMa 2016 The redevelopment and extension of the Grade II listed former Bank of Liverpool building was carefully considered to maintain the prominence of the existing masses whilst resolving the fragmented tertiary elevation. The existing lantern above the barrel vaulted main hall is then replaced with a weather-tight deck creating an open elevated courtyard for access to the proposed apartments on the upper floors, removing the need for corridors and thus increasing the floor area of the dwellings. Dealing with a listed building meant the planning submission had to prove to the conservation officer that the proposals where of appropriate scale, design quality and of benefit to the existing fabric. A series of diagrams showing our contextual approach alongside detailed 3D visuals where prepared received very positively by the planning officer. 2D CAD drawings where prepared in AutoCAD with point-cloud data from the existing building.
ELEVATION OF NEW ADDITION
ISOMETRIC VIEW SHOWING INTEGRATION OF THE NEW EXTENSION WITH THE EXISTING BUILDING
SECTION THROUGH NEW ADDITION AND RAISED STREET ACCESS
VISUALISATION OF THE PROPOSAL VIEWED FROM WATER STREET
ISOMETRIC VIEW SHOWING RAISED ACCESS ‘STREET’ AND LOGGIAS
VISUALISATION OF RAISED STREET ACCESS
VISUALISATION OF NEW ADDITION FROM ACCESS FLOOR TO RESIDENTIAL UNITS
THE PLAZA
LARGE SCALE COMMERCIAL
The Plaza
MIXED USE COMMERCIAL REDEVELOPMENT- MgMa 2016 The major reworking of an iconic piece of Liverpool modernism aimed to bring the activity of the square into the lobby space, creating a new destination which combines a food and drink offer with informal meeting areas to enhance customer collaboration, productivity, and relationships. The 3rd floor, originally given to plant, is transformed into a new leisure offer with gym and multi-use pitches on the unused roof space. As part of the design team, we had the opportunity to develop an outline brief into an ambitious scheme to match the scale of the building. We pushed beyond a simple refurbishment scheme to incorporate the currently unused third floor of the building for new leisure facilities, and succeeded in inspiring the client to allocate further funds for it’s development.
PROPOSED GROUND FLOOR PLAN
VISUALISATION OF NEW LOBBY INTERIOR
EXPLODED ISOMETRIC DRAWING SHOWING THE PROPOSED 3F GYM, MULTI-USE PITCHES, MEETING ROOMS AND FUNCTION ROOM
NIGHT VISUALISATION OF NEW MULTI-SPORT PITCHES
PORTO URBAN DESIGN
MODEL MAKING
Masterplan for Porto
YEAR 5 URBAN DESIGN PROJECT - 2015 Negotiating the steep topography of the valley of the Douro river that cuts through the heart of Porto was key in reconnecting the poorer parts of the city with the river front. The model utilised 3D printing and laser cutting technologies alongside traditional wood working tools to describe the complexity of the cascade of live-work units that wind there way down the steep slope to create an intricate new route from the river front to the existing high street. The masterplan created new harbour facilities and a public baths east of Eiffel’s Ponte Luis I, with an aim to rejuvenate the dilapidated fishing community. New live/work and industrial units create a new route connecting the waterfront to a now pedestrianised high street with a daily market, which connects to one of Porto’s busiest squares and main shopping district. An expansion of the university at the summit of the new route further encourages an increase in density, with an aim to diversification and industrialisation instead of gentrification.
DETAIL OF WATERFRONT
PRESENTATION MODEL FOR PORTO MASTERPLAN