jack_lambourne - portfolio
TRANSCRIPT
-
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
REV DATE DESCRIPTION CHKD DRN
COPYRIGHT (C)
Jack Lambourne
27/0
4/2
015 2
1:0
9:2
1
27/04/2015 21:09:21
Final Presentation
05
Author
313
B2 - Market Place &Offices
D.I.T
Design
N
NOTES
Exterior Wall Construction:
3mm Aluminium Rainscreen fixed via Steel Supports to EngineersSpecsto 150mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec. M50with Waterproofing Membrane taped and fixed to Warm Side ofInsulationon 200mm Cast in situ Concrete Inner leaf shear wall
Ground Floor Construction:
25mm Solid Stone finish to NBS Spec. M40on 30mm Stone Mortar to NBS Spec. Z21on 75mm Screed to NBS Spec. Q23on 200mm PIR Insulation to NBS Spec. J21on 200mm Cast In situ Concrete Slab to NBS Spec. E10
Upper Floor Construction:
700 x 640mm Cast In situ Concrete Beam to NBS Spec. E05supporting 225mm Hollowcore Slab to NBS Spec. E60with 75mm Screed Cast on top to NBS Spec. Q23with 195mm Raised Access Pedestalswith 20mm Raised Access Panel Finish to NBS Spec. M50
Balcony Floor Construction:
35mm Sandstone Ash Paving Slab (500 x 500mm) to NBS Spec.Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec. E10Aco Drainage System in Balcony which Drains into Wall Cavity
Glazing System:
Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs.on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging
Balcony View 1 Balcony View 2 Roof Terrace
B2 - Market & Offices Building
-
Wall Construction
102.5mm Outer Leaf Brick Rainscreen with100mm Cavity with Stainless Steel Cavity tray to aid with both structureand drainage with50mm PIR Rigid Insulation in cavity fixed to OSB withStainless steel wall ties every 600 c/c fixed to12mm OSB with Breather membrane fixed to100mm of Quilted Insulation (Rockwool) which has aVapour Control Layer keeping out moisture which is fixed behind20mm Gypsum Plasterboard.
200
410
325
120
102
50
100
43
75
50
Roof Construction400mm Concrete Slates on Roof fixed every 325mm C/C onto50 x 35mm Timber Battens which are fixed onto35mm OSB for addtional structural support with aBreather membrane laid with appropriate tapes and seals to control roofmoisture installed with a timber tilting fillet fixed onto50 x 50mm Timber Battens which are fixed onto a 200mm C16 TimberRafter.
50
100 x 50mm Timber Battensfixed to underside of 200mmC16Timber Rafter
150mm EPS Rigid Insulation installed below C16 Timberrafter to maintain thermal continuity
Insulated Cavity Closer fixed above Brickwork and cavity insulation
200mm C16 Timber Rafter
100mm EPS Insulation installed inbetweentimber rafters withadditional 50mm EPS Insulation installedabove rafter
16mm SW Soffit Board fixed to18mm SW Fascia Board which is then fixed toa timber tilting fillet
100 x 50mm Timber Battens every 600 c/c
120mm PVC Gutter Piece fixed to18mm SW Fascia Board withaluminium flashing laid into Gutter withEaves ventilater fixed onto the top of the fascia pieceAllowing ventilation under the slates
Jack Lambourne
C12700655
Building Performance Assignment
Detail C
03 1 : 5Detail C
Key Section
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Wall ConstructionVentilated Facade System with 18mm Cedar RotatingPanels fixed toa continuous breather membrane/wind barrier to maintain airtightness which is fixed to12mm OSB on the outer leaf with100mm EPS Rigid Insulation (0.023) with an additional70mm EPS Rigid Insulation supported by 70 x 35mm TimberBattens every 400 c/c fixed to18mm OSB fixed to a vapour control layer which maintainsairtightness. This is fixed to a25mm Service Cavity with 25 x 25mm Timber Battens with a20mm Gypsum Plasterboard Finish
25
208
Roof Construction400mm Concrete Slates on Roof fixedevery 325mm C/C onto50 x 35mm Timber Battens which are fixedonto35mm OSB for addtional structural supportwith aBreather membrane laid with appropriatetapes and seals to control roof moistureinstalled on200mm EPS Rigid Insulation supported by200mm x 50mm Timber Engineered Joistsfixed ontoA Vapour Control membrane whichmaintains air tightness stuck to two Layersof 12.5mm Gypsum Plaster
Flat Roof ConstructionBitumen Roofing Felt torched on as a finish and lapped up 150mm over upstand piece onBreather Membrane which is laid and sealed with appropriate agents on150mm PIR Rigid insulation which combines with wall insulation to keep thermal envelope which is laid ontoA vapour control layered membrane wrapped around onto the wall onto20mm OSB fixed onto175 x 45mm C16 Timber battens on20mm Gypsum Plasterboard
200mm x 22.5mm RSJ sized to engineers specs.supporting load of ventilated facade and timber flat rooffixed to 100 x 35mm Timber Batten all supported on a200 x 200mm Steel Column to engineers specs.
1517
520
149
10569
206
The bottom connection of the ventilated facade allows airflow through facade
Jack Lambourne
C12700655
Building Performance Assignment
Detail E
05 1 : 5Detail E
Key Section
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6 7
Interior Exterior
700 x 640mm Cast In situ ConcreteBeam to NBS Spec. E05supporting 225mm Hollowcore Slabto NBS Spec. E60with 75mm Screed Cast on top toNBS Spec. Q23with 195mm Raised AccessPedestalswith 20mm Raised Access PanelFinish to NBS Spec. M50
35mm Sandstone Ash Paving Slab (500 x 500mm) to NBSSpec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec.E10Aco Drainage System in Balcony which Drains into WallCavityU-Value: 0.124 W/m2K
Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs. (U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging
Double Glazed Thermally Broken Glazing System fixedwith Manufacturers Specs.(U-Value: 1.35 W/m2K)on Vapour Control Layer taped and wrapped to NBSSpec. J40on Two Thermal Blocks to NBS Spec. E60on Cast concrete to NBS Spec. E10with 100mm PIR Insulation (0.023) screwed through toconcrete, refer to engineers specswith Breather membrane layer to NBS Spec. J40with Rigid Cement Materialwith Glass Spandrel Panel Finish to ManufacturersSpecs.U-Value: 0.177 W/m2K
Double Glazed Thermally Broken GlazingSystem fixed with Manufacturers Specs.(U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec.H71on Vapour Control Layer Taped and sealed atGlazing Frameon 50mm PIR Insulation (0.023) to NBS Spec.J21on 250 x 150mm Aerated Concrete Block toNBS Spec. E60on Isokorb System preventing Cold Bridging
200mm Cast In situ Concrete ParapetPiece to NBS E10with Rubber Gasket Frame to NBSM50with 20mm Glass Parapet Finish toManufacturers Specsfixed via engineers specs
35mm Precast Parapet Capping Piece toNBS Spec. F31with Specialised Gasket Piece fixed to thetop of the glass parapet.Finished with Aluminium Flashing PieceFixed via Engineers Specs
700 x 640mm Cast In situ Concrete Beam to NBSSpec. E05supporting 225mm Hollowcore Slab to NBS Spec.E60with 75mm Screed Cast on top to NBS Spec. Q23with 195mm Raised Access Pedestalswith 20mm Raised Access Panel Finish to NBSSpec. M50
3mm Aluminium Rainscreen fixed via Steel Supports toEngineers Specsto 100mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec.M50with Waterproofing Membrane taped and fixed to WarmSide of InsulationU-Value: 0.19 W/m2K
Aluminium Sill Profile fixed back to Castin Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreen fixed viaSteel Supports to Engineers Specsto 150mm PIR Insulation to NBS Spec.J21with Breather Membrane fixed andtaped to NBS Spec. M50with Waterproofing Membrane tapedand fixed to Warm Side of InsulationU-Value: 0.129 W/m2K
200mm Cast In situ ConcreteParapet Piece to NBS E10with Rubber Gasket Frame to NBSM50with 20mm Glass Parapet Finish toManufacturers Specsfixed via engineers specs
400 x 400mm Cast In situ ConcreteColumn designedto Engineers Specs
Aluminium Sill Profile fixed backto Cast in Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreenfixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBSSpec. J21with Breather Membrane fixedand taped to NBS Spec. M50with Waterproofing Membranetaped and fixed to Warm Side ofInsulationU-Value: 0.129 W/m2K
First FFL
9.365
Second FFL
13.325
Third FFL
17.285
3960
3960
2745
1215
2745
6513
30003
Double Glazed Thermally BrokenGlazing System fixed withManufacturers Specs.(U-Value: 1.35W/m2K)with Glass Spandrel Panel Finish toManufacturers Specs.
First FFL
9.365
Second FFL
13.325
Third FFL
17.285
1000
1000
1000
3
6
7
400 X 400mm Cast InSitu Concrete Columnwrapped in Insulationto NBS Spec. J21to avoid ThermalBridge
35mm Sandstone Ash Paving Slab (500 x 500mm) toNBS Spec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBSSpec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab toNBS Spec. E10Aco Drainage System in Balcony which Drains intoWall CavityU-Value: 0.124 W/m2K
200mm Cast In situ Concrete Parapet Piece to NBS E10with Rubber Gasket Frame to NBS M50with 20mm Glass Parapet Finish to Manufacturers Specsfixed via engineers specs
35mm Precast Parapet Capping Piece toNBS Spec. F31with Specialised Gasket Piece fixed to thetop of the glass parapet.Finished with Aluminium Flashing PieceFixed via Engineers Specs
Exterior
Interior
500
500
3000
50
956 151
400 X 400mm Cast InSitu Concrete Columnwrapped in Insulationto NBS Spec. J21to avoid ThermalBridge
35mm Sandstone Ash Paving Slab (500 x 500mm) toNBS Spec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec.Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBSSpec. E10Aco Drainage System in Balcony which Drains into WallCavityU-Value: 0.124 W/m2K
200mm Cast In situConcrete Parapet Piece toNBS E10with Rubber Gasket Frameto NBS M50with 20mm Glass ParapetFinish to ManufacturersSpecsfixed via engineers specs
35mm Precast Parapet Capping Piece toNBS Spec. F31with Specialised Gasket Piece fixed to thetop of the glass parapet.Finished with Aluminium Flashing PieceFixed via Engineers Specs
Aluminium Sill Profile fixed backto Cast in Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreenfixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBSSpec. J21with Breather Membrane fixedand taped to NBS Spec. M50with Waterproofing Membranetaped and fixed to Warm Side ofInsulationU-Value: 0.129 W/m2K
Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs.(U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging
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PYR
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T (C
)
Jack
Lam
bou r
ne
27/04/2015 23:35:37
27/0
4/20
15 2
3:35
:37
1 :
20
Sect
ion
CC/E
lev a
tion/
Plan
05
Jack
Lam
bour
ne
334
B2 -
Mar
ket P
lace
& O
ffice
s
D.I.
T
Desi
gn
1 : 20Section CC
1 : 20Part Elevation
1 : 2002 First FFL Part Plan3D
Key Plan NTSKey Section NTS
N
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7
200mm Cast In situ Concrete Parapet Piece to NBS E10with Rubber Gasket Frame to NBS M50with 20mm Glass Parapet Finish to Manufacturers Specsfixed via engineers specs
35mm Precast Parapet Capping Piece to NBS Spec. F31with Specialised Gasket Piece fixed to the top of the glassparapet.Finished with Aluminium Flashing Piece Fixed via EngineersSpecs
Aluminium Sill Profile fixed back to Cast in Situ ParapetPiecewith Special Mastic to Separate Materials3mm Aluminium Rainscreen fixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec. M50with Waterproofing Membrane taped and fixed to WarmSide of InsulationU-Value: 0.129 W/m2K
35mm Sandstone Ash Paving Slab (500 x 500mm) to NBS Spec.Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec.E10Aco Drainage System in Balcony which Drains into Wall CavityU-Value: 0.124 W/m2K
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
REV DATE DESCRIPTION CHKD DRN
COPYRIGHT (C)
Jack Lambourne
27/0
4/2
015 2
1:1
4:1
3
27/04/2015 21:14:13
1 : 5
ParapetDetail
05
Jack Lambourne
336
B2 - Market Place &Offices
D.I.T
Design
Parapet 3D
1 : 5
Parapet Detail
Parapet 3D Step 1 Parapet 3D Step 2
Parapet 3D Step 3 Parapet 3D Step 4
Parapet 3D Step 5 Parapet 3D Step 6
Parapet Key 3D
Step 1700 x 640mm Cast In situ Concrete Beam cast along with 225mm Cast in SituBalcony slab via steel rebarand thermal block placed on top of balcony slab.
Step 2200mm ConcreteParapet Piece castinto balcony slab ontop of thermal block.150mm PIRInsulation installedon top of balconyslab and fixed.
Step 375mm Screed poured to a fall of 1 100 with 30mmof stone mortar spread on top of screed. Leadflashing is then torched on the interior side of theparapet piece.150mm PIR Insulation is then fixed onto balconyslab and beam on the exterior.
Step 435mm Stone paving is then layed on top ofstone mortar which is 500 x 500mm. AluminiumSteel supports are then fixed via self drillingscrews, see enginners specs.
Step 53mm Aluminium Rainscreen installed onto steelsupports 500mm wide with 20mm gap for ventilation.Aluminium sill profile then installed via engineersspecs.
Step 635mm Precast concrete parapetcapping piece fixed onto top of glassand parapet piece with masticinbetween. Aluminium flashing piecescrews onto capping piece.Parapet glass piece then installed withsteel frame and mastic. 20mm Glassfixed via bolts by engineers specs.
Key Section
Material
Description
Shape/Size
Density
Weight
Strength
UV
Performance
Fire Rating
Thermal
Conductivity
R - Value
Permeablilty
Acoustic
Performance
Water Absorption
PIR Insulation Stone Paving Stone Mortar Screed Balcony Slab Glazing Thermal Block Concrete Beam Lead Flashing PVC-u Pipe Vapour Barrier Aluminium Rainscreen Breather Membrane Aluminium Flashing Aluminium Supports Parapet Glazing
Thermal Layer
2400 x 1200mm
30-60 kg/m3
N/A
Poor
UV can damage material
Class 1
0.023 w/mk
5.71
High Vapour Resistance
Low Moisture Absorption
Good
Finish Material
500 x 500mm
2,400Kg/m
N/A
Good
UV cannot damagematerial
Poor
1.7 w/mk
0.08
Low Vapour Resistance
High Moisture Absorption
Poor
Used as substrate
30mm Thick
1,620Kg/m
2.162 gram per (cubic cm)
Fair
UV cannot damagematerial
Poor
1.73 w/mk
0.20
Low Vapour Resistance
High Moisture Absorption
Poor
Used as substrate
75mm Thick
2,000Kg/m
20 kg per m2
Fair
UV cannot damagematerial
Poor
1.2 w/mk
0.06
Low Vapour Resistance
High Moisture Absorption
Poor
Used as substrate
225mm Thick
2,400Kg/m
N/A
Excellent
Durable against UV
Good
0.5 w/mk
0.33
100 GNs/kg.m
Medium MoistureAbsorption
Good
Used as support
700 x 640mm
2,400Kg/m
N/A
Excellent
Durable against UV
Good
0.5 w/mk
0.33
100 GNs/kg.m
Medium MoistureAbsorption
Good
Used as Rainscreen
3mm Thick
2,400Kg/m
2.5kg/m2
Good
UV cannot damagematerial
Poor
1.9 w/mk
0.61
Low Vapour Resistance
High Moisture Absorption
Fair
Used as Parapet Flashing
3mm Thick
2,400Kg/m
2.5kg/m2
Good
UV cannot damagematerial
Poor
1.9 w/mk
0.61
Low Vapour Resistance
High Moisture Absorption
Fair
Used as Supports forRainscreen
3mm Thick
2,400Kg/m
2.5kg/m2
Good
UV cannot damagematerial
Poor
1.9 w/mk
0.61
Low Vapour Resistance
High Moisture Absorption
Fair
Used as light source
6mm Thick DoubleGlazed
2,500 kg/m3
10kg per m2
Good
Durable against UV
Class 1
0.8 w/mK
2.38
100 GNs/kg.m
Low Moisture Absorption
Good
Used as finish
20mm Thick Glass
2,500 kg/m3
10kg per m2
Good
Durable against UV
Class 1
0.8 w/mK
2.38
100 GNs/kg.m
Low MoistureAbsorption
Good
Used as drainage Pipe
50mm Diameter
1.38 g/cm3
N/A
Good
N/A
Good
0.16 w/mK
1.05
Medium VapourResistance
Low Moisture Absorption
Fair
0.001
Used as moistureprotection layer
0.52mm thick x 2m Long
Low Density
N/A
Fair
N/A
Poor
0.16 w/mK
1100 MNs/g
0.03 mlv
Poor
0.001
Used as thermal break
250mm x 150mm
500Kg/m
N/A
Excellent
UV cannot damagematerial
Good
0.16 w/mK
1100 MNs/g
Good
Medium MoistureAbsorption
Used as weatherprotection
1.32mm thick x 1.2m
2,400Kg/m
14.92kg per m2
Poor
Durable against UV
Good
35.3 w/mk
0.5097
Medium MoistureAbsorption
Poor
Medium VapourResistance
0.47
Used as air layer
0.25mm thick x 2m Long
Low Density
1200g/m2
Fair
N/A
Euroclass A2
0.0278 w/mK
1100 MNs/g
0.05 mlv
Poor
-
5600
Unit 1Unit 2
Unit 3
Site Notice
Bus Depot
Proposed Playground
Site Notice
External Stairs & Lift 1- Fire Protected
External Stairs & Lift 2 - Fire Protected
Proposed Park Landscape
Proposed External Landscape forpedestrian use
Ramp gradient 1 12 & StairsRamp gradient 1 12 to carpark
Proposed Building (to be designed at alater Stage
Proposed Building(to be designed at alater Stage
AOV
AOV AOV
AOV
Apartments/ConcreteCore 1
Apartments/ConcreteCore 2
AOV
Fall
Fall
Fall Fall
Flat Roof
Flat Roof
2141
5
20270
19750
184706617
4552
6734 9
384
ENTRANCE
BroadstoneLuas
King's Inn Park
Existing Surrounding Buildings
Existing Buildings
The Royal Society ofthe King's Inn
20315
ESB
1045
3
1481
0
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
COPYRIGHT (C)
Group 4
Key Site Plan
18/1
1/20
15 1
7:07
:43
18/11/2015 17:07:43
1 : 1000
01 - Site Location Map
T5
Author
0000
Regulatory Processes
Dublin City Council
PLANNING
1 : 1000Site Location Plan
North
Water mains
Site boundary
North
O.S MAP NO. - 3263 - 904
Surface Water
Foul Water
Electricity ESB
-
Stair Core
Basement Carpark
Glass Balcony
Location of Concrete Core with one bedroom apartments
Glass Balcony
Retail/Cafe
Proposed Zinc Roof with 10 degree slope
3000
2600
2600
2600
Proposed Building, to be designed further
Pedestrian Pathway
Unit 2 Unit 1
TESCO DEALZ
Proposed Commercial Building
Carpark EntranceFire Exit
1 12 Gradient Ramp
21406
Unit 1Unit 2
Private BalconiesAccess Balconies
2597
300
2603
2600
1800
1100
1989
9
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
COPYRIGHT (C)
Group 4
Key Site Plan
18/1
1/20
15 1
7:15
:03
18/11/2015 17:15:03
1 : 200
01 - North & WestElevations
T5
Author
0018
Regulatory Processes
Dublin City Council
PLANNING
1 : 200North Elevation - Planning
1 : 200West Elevation - Planning
-
EXIT
BG
s
s
Indicates structure/construction providing minimum60 minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)
Indicates structure/construction providing minimum 120minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)
Indicates structure/construction providing minimum 30minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)
Indicates doorset construction providing minimum 30minutes fire resistance (integrity) with smoke seal withreference to B.S 476 Part 8/20-22 (National) or I.S. EN13501-2: 2003 (European)
Indicates doorset construction providing minimum 60minutes fire resistance (integrity) with smoke sealwith reference to B.S 476 Part 8/20-22 (National) orI.S. EN 13501-2: 2003 (European)
Access/ Egress Doors/ Storey Doors/ Final Exits
Smoke detector - Part of the commonfire detection and alarm system
Back lit Exit sign/ Luminaries (3 hours non-maintained)
Travel Distance
1400 x 900mm Wheelchair Refuge Space
Heat Detector - Part of the common firedetection and alarm system
Break Glass Alarm Unit
Fire Extinguishers (Co2 and Foam)
LEGENDEmergency lighting, fire detection and alarminstallations to be provided as indicated insections 1.8.7.2 and 1.8.11 of fsc applicationreport.Locations of fire detection and alarmcomponents are provisional only. Final positionsof components shall comply with relevantsections of I.S 3219: 2009Fire Resistance of external walls:Only those parts of the external walls indicatedon drawing as being of fire resistingconstruction, in addition to those parts of theexternal walls provding support to elements ofstructure, e.g. compartment floors etc. and otherfire resisting elements, shall be constructed of 60minute fire resisting construction
Floors on all escape routes shall have a non-slippy surfaceContents of Individual Service DuctsService Duct 1:Cold water supply (C.W.S), Hot water supply (H.W.S), RainwaterDrainage (R.W.D), Foul Wste (F.W), Soil Vent Pipe (SVP)
Service Duct 2:Electricity supply (ESB), Telecom supply (T.S), Ventilation (V),Ventilation flue (V.F)
Service Duct 3:Boiler flue (B.F), Heat supply(H.S)
Generally all pipe work penetrating compartment floors shall be firestopped/sealed to satisfy the requirements of item 3.4.2 & 3.4.5 of TGD B(All uPVC pipes complying with B.S 4514: 1983 & B.S 5255 : 1989 withmax 160 diameter stack and penetrating compartment shall be fitted withproprietary fire seals or alternatively cased in vertically 30 minute casing,as noted in diagram 22 of TGD B.)
TD 20
TD 21
TD 22
TD 23
3.5M
4.4M
8.0M
8.7M
TD 24
9M
9M
9M
9M
18M
18M
18M
18M
9M 18M
TravelDistance
Actual Type
One Way
Two Way
Starting Point
Duc
t
Duc
t
Duc
t
Duc
t
Duc
t
Duc
t
FD 60
FD 30
Duct
Duc
t
Stairs A
Stairs B
s
AOV
BG
BG
FD 60
sFD 60sFD 60 sFD 60 sFD 60 sFD 60 sFD 60
sFD 60
sFD 60
sFD 60
sFD 60
sFD 30
Glazing systemwith 60 minS FR
Glazing systemwith 30 minS FR
sFD 30 sFD 30 sFD 30 sFD 30
sFD 30
sFD 30
sFD 30
sFD 30sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30
sFD 30sFD 30
sFD 30
sFD 30
sFD 30sFD 60
sFD 30 sFD 30 sFD 30 sFD 30 sFD 30
sFD 60
sFD 60
BG
BG
BG
EXIT
EXIT
EXIT
Note: Section 3 in BS5588 -1:2004states that flats travel distance from headof the stair to any point in any habitableroom does not exceed 9M.
Note : Each apartment features aprotected corridor which essentiallyis a fire compartment within thelayout. It significantly helps with thefire distances. None of the distancesexceed over nine metres.
AOV above Stairwell onto roofAOV
Block 2
2
3sFD 60
TD 20: M
TD 21: M
TD 22: M
TD 23: M
TD 24: MTD 25: M
TD 26: M
TD 27: M
TD 28: M
TD 25
TD 26
TD 27
TD 28
2.9M
5.4M
8.7M
6.5M9M
9M
18M
18M
18M
18M
45M
45M
TravelDistance
Actual Type
Note: In BS5588 -1:2004 states thatwhen smoke detecters are introducedthe travel distances are increased by15%.
AOV
Block 2
sFD 60
OneWay
TwoWay
OneWay
TwoWay
One Way
One Way
One Way
One Way
One Way
One Way
One Way
Exterior Stair Core 1
Ramp to Below Proposed Pedestrian Landscape
External Lift 1
Proposed Residential Green SpaceProposed Residential Pathway
Constitution Hill
Proposed Residential Green Space
Proposed New Entrance to site
Proposed Residential Pathway
Constitution Hill
10.1M +Smoke A.
20270
32 mSTAIRWELL A
sFD 60
20290
32 mPRIVATE GARDEN
21 mLIVING ROOM 12 m
BED ROOM
8 mKITCHEN
11 mBED ROOM
6 mBATHROOM
9 mHALL
21 mLIVING ROOM
8 mKITCHEN
12 mBED ROOM
7 mBATHROOM
11 mBED ROOM
9 mHALL
49 mPRIVATE GARDEN
33 mPRIVATE GARDEN
21 mLIVING ROOM
12 mBED ROOM
8 mKITCHEN
11 mBED ROOM
6 mBATHROOM
9 mHALL
33 mPRIVATE GARDEN
21 mLIVING ROOM
12 mBED ROOM
8 mKITCHEN
11 mBED ROOM
6 mBATHROOM
9 mHALL
32 mPRIVATE GARDEN
21 mLIVING ROOM
8 mKITCHEN
11 mBED ROOM
6 mBATHROOM
12 mBED ROOM
9 mHALL 34 m
Reception
15 mStore
26 mLaundrette
53 mFIRE LOBBY
19 mLIFT LOBBY
8 mLOBBY
24 mSTAIRWELL B
9 mHALL
10 mHALL
18 mBED ROOM
18 mLIVING ROOM
8 mKITCHEN
8 mBATHROOM
25 mPrivate Balcony
Entrance
2
2
1
1
AOV Note : There is an A.O.V ineach Stair core on every floorlevel. This allows in the eventof a fire, all levels to be keptclear of smoke and the suctionis continuous throught theBuilding.
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
COPYRIGHT (C)
Group 4
Key Site Plan
18/1
1/20
15 1
7:23
:08
18/11/2015 17:23:08
1 : 200
02 - First Floor FFL -Unit 1
T5
Author
007
Regulatory Processes
Dublin City Council
PLANNING
1 : 20001 - First FFL - Unit 1
North
-
41 mPlant Room
19 mLift Lobby
8 mLobby
23 mStairwell B
26 mLiving Room/ Kitchen
8 mBathroom
Duct
10 mHall
AOV
Duct
Exterior Stair Core 2
External Lift 2
Proposed Residential Green Space
Proposed New Entrance to site
53 mFire Lobby
33 mLaundrette
41 mPlant Room
26 mLiving Room/Kitchen
18 mBedroom
23 mStairwell D
8 mFire Lobby
19 mLift Lobby
7 mBathroom
Constitution Hill
300
300
300
300
300
300 300300300
300
All one bed flats are equipped tofacilitate all ambulant or disabledpersons. All other apartmentshave the potential to becomewheelchair accessible
all enterances has level access
2960
2800 1870
1948
1200
4000
2800
1027
158 mRetail space
158 mRetail space
158 mRetail space
105 mRetail space
Indicates Existing structure/construction.
Indicates Proposed structure/construction.
LEGEND
Vehicle Entrance and Exit from site boundary
Approach A From public Road/Site boundary
Site Bondary
1800mm Wheelchair Turning Circle
Access control panel
Proposed Level
Emergency Call
Wheelchair Refuge
Circulation
Level Landing
Amulant Disabled WC
Ambulant Stairs
LEGEND
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
COPYRIGHT (C)
Group 4
Key Site Plan
19/1
1/20
15 1
3:27
:57
19/11/2015 13:27:57
1 : 200
Ground FFL Unit 2
T5
Author
00007a
Regulatory Processes
Dublin City Council
PLANNING
1 : 200000- Ground FFL Unit 3
-
7
6
5
4
3
2
1
15141312111098
22
21
20
19
18
17
16
29 28 27 26 25 24 23
19 mLIFT LOBBY
2 mLIFT
2 mLIFT
8 mLOBBY
24 mSTAIRWELL B
10 mHALL 8 m
BATHROOM
8 mKITCHEN
18 mLIVING ROOM
Exterior Stair Core 1
Ramp toBelow
Proposed Pedestrian Green Landscape
ExternalLift 2
Proposed Residential Green Space
Proposed
NewEntrance to
site
Proposed ResidentialPathway
Constitution Hill
AOV
DuctB2
C2
E2
A2
1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A
12A 13A
Block 3
ExteriorStairCore 2
External Ramp 1 12 Gradient
External Steps
19850
5678
11830
Entrance
32 mPrivate Garden
48 mPrivate Garden
32 mPrivate Garden
32 mPrivate Garden
31 mPrivate Garden
51 mLaundrette/Cafe
11 mW.C
39 mLiving Room/Kitchen
19 mBedroom
26 mPrivate Balcony
Proposed Pedestrian Paving
Block2
Proposed Residential GreenSpace
1583
3710
34 mStairwell C
48 mEntrance Lobby
7 mHall
6 mHall
21 mStairwell D
17 mBike Store
Duct
1
2
4001 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000
13257
2
003
12 mBedroom
29 mLiving Room/Kitchen
6 mWC
10 mBedroom
8 mHall
11 mBedroom
6 mW.C
8 mHall
10 mBedroom
29 mLiving Room/Kitchen
6 mW.C
10 mBedroom
8 mHall
11 mBedroom
29 mLiving Room/Kitchen
8 mHall
6 mW.C
10 mBedroom
11 mBedroom
6 mW.C
8 mHall
10 mBedroom
Duc
t
Duc
t
Duc
t
Duc
t
Duc
t
18 mLift Lobby
35 mStair Lobby
Duc
t
D2
21 mLift Lobby
3 mLobby
29 mLiving Room/Kitchen
29 mLiving Room/Kitchen
11 mBedroom
2740
1500
4639
4963
1500
1035
1500
7901 11850
38641207
3100
2770
3006
3864
2223
1440
3498
3775
425 1200 2492 910 630 1770 423
910
910
3380
910
Duc
t
2774 800 1300 2988
Duc
t
Duc
t
Duc
t
Duc
t
9153
4976
6645
2513
4822
425 1200 2617 910 505 1770 787 1010 2627 425 1200 2492 910 630 1770 433 416 1200 2492 910 630 1770 424 425 1200 2492 910 630 1770 433 475 1810 3379 7397 260
5648
4144
690
1810
3438
7141
4428
3731
3579
6093
776
900
1094
900
510
3051
430 1010 705 1010
1010
1190
1625
4303
7076
5563
2988
1010
1010
2575
910
910
3485
5940
1433 683 1220 1035 630 427 1810 890 1810 450 630 538
481
1220
539
1220
565
788 1770 1023
1083
1220
3847
3629
6093
803
1770
1261
1770
918
1500
1207
3100
2770
3006
2223
3498
3743
5039
910
3505
1450
37431207
3100
2770
3743
2223
3498
3800
910
3505
1500
37501207
3100
2770
3750
2223
3498
3775
5039
910
3505
1500
37751207
3105
2765
3775
2223
3503
3775
5114
910
3505
3788 3743
20320
19570
18620
7125
8164
F2
1890
FW.1 FW.2 FW.3 FW.4 FW.5 FW.6
SW.1 SW.2 SW.3 SW.4 SW.5
Fall Fall Fall Fall Fall
Fall
Fall
Fall
Fall
Fall
Schedule of Rooms
Two Bedroom Apartment x 5
One Bedroom Apartment x 1
Laundrette/Cafe x 1
Bike Store x 1
01
0101
01
02
02
02
03
03
0303
03
04
04
04
06
0606 09
0909
11
11
11 12
12
12
12
13
13
17
17
17
04
04
Two Bedroom Apartments
Existing Stair Core
Roof Gardens
Private Balcony
Laundrette/Cafe
North
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN BY
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
COPYRIGHT (C)
Group 4
Key Site Plan
10/1
2/20
15 1
4:07
:12
10/12/2015 14:07:12
1 : 100
First Floor
T6
Author
005
General Arrangements
Dublin City Council
DESIGN
1 : 10001 - First FFL Unit 2
First Floor 3D View
Water mains
Site boundary
Surface Water
Foul Water
Electricity ESB
02 - Internal load bearing Walls.Are roughly 200mm thick block wallwith double layered 12.5mmplasterboard finished either side.
03 - Internal non-load bearing Walls.Are 100mm thick timber stud partitionwalls with a plasterboard finish.04 - Internal Sair Core.The internal stair cores are300mm thick with a polishedcocrete finish.06 - Cutain Glazing.Triple glazed external panels.09 - One Storey Steel Columns.Columns are sized to engineers specifications.They are roughly 150x150mm. Refer to NBSspec : G10.11 - Terrace/Balcony Floor Finish.Is 15mm non-permamble timber panels.12 - Appartment Floor Finish.150mm concrete floor with 50mmscreed and a polished cooncretefinish.13 - External paving.Concrete paving slabs with a permablepaving finish.
01 - External Walls.Are 200mm thick reinforced in-situ concrete,external insulatedwith 300mm extraterm with a10mm render finish and has ainternal finish of 12.5mmplasterboard.
17 - Stair Core Floor Finish.150mm concrete floor with 50mm polished concretescreed and a non slip finish.
-
B2 C2A2
Wind flower planting sedumon 100mm soil layeron root barrier/drainage membraine toNBS Spec. Q37
50mm slab pavingon 50mm sand cementto NBS Spec. Q25
Powder coated aluminumBrise soleil with 1 metre overhangabove to NBS Spec. L10
Structural steel column supporting balcony aboveto NBS Spec. G10
Drainage channel draininbeded in concrete to NBSSpec. R10
Curtain walling to NBS Spec. H11 fixed strictlyin accordance with manufacturersspecifications.
200mm polished concrete floorslab 35N20 concreteA142 mesh reinformentwith 100mm suspendedceiling to NBS Spec. K10
Concrete box beam to engineersspec with 3mm plaster skim on12.5mm plasterboard toNBSspec. K10
Zinc standing seam parapet cappinglaid to a 3 degree fall on 18mm WBP plyboardto NBS Spec. H74
Curtain walling to NBS Spec. H11fixed strictly in accordance withmanufacturers specifications.
New 200mm polished concretefloor slab 35N20 concrete A142mesh reinforcement with 50mmcover laid on 300mm XPSinsulation with radonbarrier at joints it is taped andlapped.foundation to engineers spec.
Aspalt to NBS Spec. j21ON 3 LAYERS OF 100mmfoamglass flat roof insulationJoints lapping boards stageredon vapour/airtight membraineon 150mm concrete slab to NBSSpec. E60 with 100mm suspendedceiling to NBS Spec. K45with space for MVHR supply air ductworkand MVHR return extract ductwork
Drainage channel draininbeded in concrete to NBSSpec. R10
150mm concrete slab on60mm sand blinding on4 layers 150mm hardcore
Parex EWI/ silicate render system orsimimlar. Silicate 2 coat render finishon reinforcement mesh on base coatall in accordence with suppliers detailspec.
Parapet build up300mm EPS insulation boards with renderedfinish to NBS Spec M21 adhesive fixed to pasterparge coat substrate with 150mm pre-castconcrete upstand to NBS Spec. E60 with100mm EXP insulation yo NBS Spec. M21 withrendered finish.
Air tight barrier at joints is tappedand lapped to NBS Spec. P10
2671
3035
5015
010
0
199
301
920
0
E2
00 - Ground FFL
16400
01 - First FFL
19750
200mm Polished Concrete floor slab35N20 Concrete A142 meshReinforcement with 50mm cover laidon 300mm XPS insulation withRadon barrier at joints it is taped andlapped.
10mm Plasterboard internal finsh on200mm concrete slab on two layers of150mm XPS insulation overlapped atjoints with 10mm plaster external finish
100x100mm Stone paving ground levelfinish on 75mm Sand blinding on Threelayers of 150mm Hardcore
200mm Polished Concrete floor slab 35N20Concrete A142 mesh Reinforcement with50mm cover laid with 100mm SuspendedCeiling
100mm Suspended ceiling to NBS Spec.K45 with space for MVHR suppy airductwork and MVHR return extract ductworkwith 15mm 600x600mm Ceiling tile finish
Aluminium Clad door frame to NBSspec L20 with Aluminium thresholdon 10mm steel angle fixed back to200mm structural Concrete
Structural steel column to NBSSpec G10
B2 C2
05 - Fifth FFL
31800
815
1262
1712
3789
1287
222
564
100mm suspended Ceiling to NBS specK45 with space for MBHR Supply airductwork and MHVR return extractductwork with 15mm 600x600mmCeiling finish
200mm polished concrete floor slab 35N20concrete A142 mesh reinforcment with50mm cover with on 50mm acusticinsulation on 12.5mm OSB to NBS specK21 on a water membrain layer to be tapedand sealed at joints with air tight tape withan over lap of 100mm to NBS spec J40 on100mm Suspended ceiling
Two Layers of 12.5mm PlasterboardInternal finish on 50x50mm Vertically fixedbattons on 200m Reinforced Concrete wallon Two layers of 150mm XPS insulationoverlapped at joints with 10mm Plasterexternal finish
40mm Non-Permeable Timber boarding to NBSSpec H21 on Structural steel Universal I beamsfixed back to structural Steel columns Both to NBSspec G10 & Sized to Engineers Spec Fixed Backto structure
Steel Framed balcony fixed back to structure withsteel angles to NBS spec G12 and sized toEngineers Spec with 10mm thermal break
Glass Balustrade fixed back to steel framedbalcony to engineers Spec
Non Permeable Timber Boarding slopedtowards Drain
Powder coated aluminumBrise soleil with 1 metre overhangabove to NBS Spec. L10
Roof Build up from External to Internal:Rheinzink angled standing seem covering sloped to an an angle on 1:3to NBS spec : H74. On 20mm structural OSB to NBS spec : k21. On50x50mm Horizontal battons at 600mm spacings to NBS spec H21. Ona water membrain layer to be taped and sealed at joints with air tighttape with an over lap of 100mm to NBS spec J40 . On 20mm structuralOSB to NBS spec : k21. On 100mm XPS insulation overlapped at joints.On 12.5mm OSB to NBS spec : k21 On Structural BCI 90 EngineeredC24 I beams at 400mm centers, to enginers specification with 300mmrockwool insulation is placed in between the beams. On a inteligentmembrain layer to be taped and sealed at joints with air tight tape withan over lap of 100mm to NBS spec J40. On 12.5mm OSB to NBS spec :k21. On 100mm suspended Ceiling to NBS spec K45 with space forMBHR Supply air ductwork and MHVR return extract ductwork with15mm 600x600mm Ceiling finish
Wall Build up from External to Internal:15mm timber cladding to NBS spec K20. On 50X50mm vertical timberbattons to NBS spec H21. On a water membrain layer to be taped andsealed at joints with air tight tape with an over lap of 100mm to NBSspec J40. On 12.5mm OSB to NBS spec : k21. On 100mm XPSinsulation overlapped at joints. On 12.5mm OSB to NBS spec : k21.On 200mm stimber stud wall filled with rockwool insulation is placed inbetween the studs. On a inteligent membrain layer to be taped andsealed at joints with air tight tape with an over lap of 100mm to NBSspec J40. On 12.5mm OSB to NBS spec : k21. On 50X50mm verticaltimber battons to NBS spec H21. On Two Layers of 12.5mmPlasterboard.
Insect mesh.
E2
05 - Fifth FFL
31800
F2
Drainage channel draininbeded in concrete to NBSSpec. R10
40mm Non-Permeable Timber boarding to NBS Spec H21 on Structural steel Universal I beams fixed back to structural Steel columns Both to NBS spec G10 & Sized to Engineers Spec 100mm structural concrete screed to NBS soec m10Fixed Back to structure
Steel Framed balcony fixed back tostructure with steel angles to NBSspec G12 and sized to EngineersSpec with 10mm thermalbreak
Structural steel column supportingbalcony above to NBS Spec. G10
Roof Build up from External to Internal:Rheinzink angled standing seem coveringsloped to an an angle on 1:3 to NBS spec: H74. On 20mm structural OSB to NBS spec: k21. On 50x50mm Horizontal battons at600mm spacings to NBS spec H21. On awater membrain layer to be taped and sealed at joints with air tight tape with an over lapof 100mm to NBS spec J40 . On 20mmstructural OSB to NBS spec : k21. On 100mm XPS insulation overlapped at joints. On12.5mm OSB to NBS spec : k21 On StructuralBCI 90 Engineered C24 I beams at 400mmcenters, to enginers specification with 300mm rockwool insulation is placed in between the beams. On a inteligent membrain layer to be taped and sealed at joints with air tight tape with an over lap of 100mm to NBS spec J40. On 12.5mm OSB to NBS spec : k21. On 100mm suspended Ceiling to NBS spec K45 with space for MBHR Supply air ductwork and MHVR return extractductwork with 15mm 600x600mm Ceiling finish
Insect mesh.311
3789
2080
1709
3796
1156
B2 C2
04 - Fourth FFL
28450
100mm suspended Ceiling to NBS specK45 with space for MBHR Supply airductwork and MHVR return extractductwork with 15mm 600x600mmCeiling finish
200mm polished concrete floor slab 35N20concrete A142 mesh reinforcment with50mm cover with 100mm Suspendedceiling
Two Layers of 12.5mm Plasterboard Internalfinish on 50x50mm Vertically fixed battons on200m Reinforced Concrete wall on Two layersof 150mm XPS insulation overlapped at jointswith 10mm Plaster external finish
40mm Non-Permeable Timber boarding to NBSSpec H21 on Structural steel Universal I beams fixedback to structural Steel columns Both to NBS specG10 & Sized to Engineers Spec Fixed Back tostructure
Steel Framed balcony fixed back to structurewith steel angles to NBS spec G12 and sized toEngineers Spec with 10mm thermal break
Glass Balustrade fixed back to steel framedbalcony to engineers Spec
Non Permeable Timber Boarding slopedtowards Drain
North
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN BY
CHECKED
STATUS FOR REVIEW
CHECKER
COPYRIGHT (C)
Group 4
Key Site Plan
NOTES
10/1
2/20
15 1
4:14
:57
10/12/2015 14:14:57
As indicated
1 20 SectionT6
Group 4
004
General Arrangements
Dublin City CouncilDESIGN 1 : 20Ground Floor Detail
1 : 20Ground Floor Basement Junction
1 : 20Fifth Floor Roof Detail
1 : 20Fifth Floor Balcony and Roof Detail
1 : 20Intermediate Balcony Connection Detail
1 : 200Key section
1 : 500Key plan
Detail A Detail B
Detail C
Detail D
Detail E
Detail C - Intermediate balcony connection detail.Scale 1:20
Detail D - Fifth Floor and roof detail.Scale 1:20
Detail C - Fifth floor balcony and roofdetail.Scale 1:20
Insulated Aluminium frame.
-
8
6
5
4
1 2 34
102
8
6
5
4
1 2 34
102
7
102
1 Ground FFL
0
0 Top Found
-900
1 - First FFL - Power
2722
8 6 5 4
2 - Attic Level - Power
5382
1 - False Ceiling
2442
7102
2 - Attic Level - Power
5382
150x150
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
REV DATE DESCRIPTION CHKD DRN
COPYRIGHT (C)
Jack Lambourne
22/0
4/20
15 1
6:31
:03
22/04/2015 16:31:03
As indicated
Mechanical
11
Jack Lambourne
102
MEP Project
Owner
Design
N
1 : 100
0 - Ground FFL - Mechanical1
1 : 100
1 - First FFL - Mechanical2
Mechanical 3D3
1 : 50
Section - Mechanical4
3D View 1 - Mechanical5
3D View 2 - Mech6
1 : 10
Air Coil Unit Detail7
3D View of Mech8
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-
A - FFL - Ground
0.115
179
302
38
43
90
41
24
25
25
9085
76
51
VerticalStainless SteelBaluster 50mmDiameter
Cast In situ Concrete Stairs
25mm SolidStone TreadCast into20mm Mortarbed
25mm SolidStone Riser
Slip Resistant NosingFixed into stone throughconcrete. Acts as visualaids for visually impairedpersons
100mm MaxSpacing betweenSS verticals inaccordance withTGD Part M and K
Bottom Rail
Two 10mm Boltsused to secureBalustrading intostairs
Stainless SteelGrips thatsecure metalsheeting, boltedthrough
Metal Sheeting
25mm Solid Stone Flooring
Cast in situ Concrete Beam supporting stairs
20
30.83
5
A - FFL03 - Second Floor
13.383
A - GFFL - Ground Floor
0.390
A - FFL02 - First FFL
9.430
1340
2340
3022
2843
2828
1611
1635
1589
1453
179 302
400800
1059
559
1078
179
1160
FD60
NoteAccording to PartM, if headroom isunder 2.1m, it is tobe guarded withadditional railings forsafety
All flight to flight heights areunder 1.8m in accordancewith TGD Part M
All handrails are extended byat least 300mm at the end ofeach flight in accordance withtgd Part M
Imtermediate Landing
Imtermediate Landing
Imtermediate Landing100mm Non Structural Wall actingas ballustrades for for top floor
5mm Carpet Finish
Stainless SteelNosing
Concrete Landing with6mm Carpet Tile Finish
Change of Material ateach top and bottom ofstair for visually impaired
Transition to 9mm Rubber Flooring on top landing
FD60
FD60
All Guarding on SS SteelBallustrading and WallBallustrading is 1100mm Highabd all handrail heights are900mm
ConcreteLanding with25mm SolidStone
5mm Carpet FinishStainless Steel Ballustrading1100mm Vertical Ballusters in between 550mm SS sheetswith are fixed byStainless steel grips. Four Grips to a sheet. The verticalballustrades are fixed via bolts at the side of thestair. The handrail is also stainless steel (900mm high)
Stainless Steel Handrail 900mm High Max (TGD Part K)
300
300
300
300
300
300
300
300
5
A
320
1
320
1
A1
307
3
307
3
8500
900
1400
1010
1010
1545 2400
300
1500
1500
500
3500
300
500
200
FD60
FD60
Wheelchair Refuge
External Wall Build
200mm Cast in Situ Concrete Core Wall
Corduroy Hazard Warning Surface atTop and bottom of every flight forvisually inpaired
300mm Treadscontinuing above
40mm DiameterStainless SteelHandrail 50mm awayfrom wall face
Landing inaccordance withTGD Part M
300
Extension of handrail(TGD Part M)
123456789
1716151413121110 18
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
REV DATE DESCRIPTION CHKD DRN
COPYRIGHT (C)
Jack Lambourne
28/0
4/20
15 0
0:18
:14
28/04/2015 00:18:14
As indicated
Stairs - GroundFloor Details
05
Author
307
B2 - Market Place &Offices
D.I.T
Design
N
1 : 5First Step - Detail
Stairs - Ground Floor 3D 1 : 50Stairs - Section AA
First Step - 3D
Stairs - 3D Balustrade Detail
Stairs - 3D Balustrade Detail 2
Stairs - 3D ConnectionStairs - 3D Railing Grip
1 : 50Stairs - Ground Floor Plan
NOTEAll measurements and designs on all drawings are inaccordance with TGD Parts B (Fire Safety),M (Access and Disabilities) and K (Stairs).All floors and landings differ in finishes from Ground floor up toTop floor.
Ground FloorFloor: 25mm Solid Stone - R Rating = 0.049Riser Material: 25mm Solid StoneTread Material: 25mm Solid Stone
First FloorFloor (Landing): 6mm Carpet Tile - R Rating = 0.4Riser Material: 25mm Solid StoneTread Material: 25mm Solid Stone
Top FloorFloor (Landing): 5mm Carpet - R Rating = 0.7Riser Material: 5mm CarpetTread Material: 5mm CarpetTop Floor Finish: 9mm Rubber Flooring - R Rating = 1.1
Balustrade System UsedWall Side: Stainless Steel Handrail bolted into 200mm ConcreteCore (900mm High)
Interior Side: Stainless steel vertical ballustrades with stainlesssteel sheeting fixed by steel grips and bolted to outer stairthrough concrete. (1100mm high)
The top floor switches to a non structural 75mm In situ concretewall with 12.5mm Plaster either side
Riser Size: 179mm (Min:150mm Max:180mm)Tread Size: 300mm (Min:300mm Max:450mm)
-This stairs is designed for ambulant disabled persons to use
1 : 1000Ground Floor Key Plan
Vertical Ballistersattached via boltsinto stair
Stainless Steel Nosing
Metal Sheeting Fixed in betweenVertical Balustrading
Stainless Steel guarding and handrail 1100mm and 900mmHigh Respectively
Diameter of 40mm in accordance with Part M
Stainless Steel Vertical Ballustrade
Bolts are 10mm indiamter
Car in situConcrete Staies with 25mm Solid Stone riser and tread.Stainless steel nosing installed to aid visually impaired persons
1010mm FD60 FInalExit Door from Core
25mm Solid Stone Finish
Intermediate Landing
200mm Cast In situ Concrete Floor slabwith 25mm Solid stone finish
Balustrading InformationStainless steel verticalballustrades with stainless steelsheeting fixed by steel gripsand bolted to outer stair throughconcrete. (1100mm high)
Slip resistant nosing installed onall steps for visually impairedpersonsand to avoid falling down the stairs
Build up of External Wall
Corduroy Hazardous Sign for visually Impaired perosnsPlaced 400mm from top trad of the stairsMust be the same width as the stairs and at least 800mmdeep
40mm Diameter StainlessStteel Handrail, 900mmHigh in accordance withTGD Part M
300mm Extension ofHandrail in accordance withboth TGD Parts K and MRequired for every hamdrail
200mm Cast in situ Concrete core wall
Riser : 25mm Solid Stone,179mm High (Max 180mm)Tread: 25mm Solid Stone,300mm Long (Min 300mm)
Each stairway 1500mm Wide andlanding at least 1500mm wide inaccordancewith Parts B, M and K
A spacing no more than100mm between verticalbalustrades in accordancewith Part K
-
1
B
DUCT
DUCT
W.C No.2 W.C No.3 W.C No.4 W.C No.5
W.C No.1
W.H.B No.1 W.H.B No.2 W.H.B No.3
2188
820
980
610
620
1800
880 900 900 850
1513
730
Wheelchair Accessible Toilet
NapkinDispenser
Low Energy Handryer
Soap Dispenser
Napkin Dispenser Female WC
3432
6802
HC
C
R.T.A
R.T.A
C C C
C
R.T.A
R.T.A
Electricity PanelC
H
100mm SVP Stack15mm Hot Waterfeed copper pipe
15mm Cold Water feedPVC pipe
32mm Sanitary DrainagePVC Pipe
Handryers powered by Panel
100mm SVP Stack
15mm Cold Water feedPVC pipe
100mm Sanitary DrainagePVC Pipe100mm Sanitary Pipe underneath Floor
Hot Water Generated fromCylinder Located in Plant roomon roof
Cold Water Feed taken fromCWSC in the plant room onthe roof
Disabled Toilet Layout inaccordance with TGD Part M
Cold Water Feed taken fromCWSC in the plant room onthe roof
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feedPVC pipe (inaccordance with TGDPart H)
Hot Water Generated fromCylinder Located in Plant roomon roof
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Cold Water Feed taken fromCWSC in the plant room onthe roof
Disabled Toilet Layout inaccordance with TGD Part M
1200mm 230V DownlightSmoke Detector
Mechanical Ventilation System
1
Bathroom FFL
9.169
Towel Dispenser
Mirror
WC No.1
WC No.2 WC No.3 WC No.4 WC No.5
85
0
42
7
10
22
10
67
18
05
1200 1200 1200 1200 1200
50
0
W.H.B No.3W.H.B No.2W.H.B No.1
C H
100mm SVP Stack(in accordance with TGD Part H)
15mm Hot Waterfeed copper pipe(in accordancewith TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Hot Water Generated fromCylinder Located in Plant roomon roof
C HC H
100mm SVP Stack (inaccordance with TGDPart H)
32mm Sanitary DrainagePVC Pipe
1200mm 230V Downlight
Smoke Detector
Mechanical Ventilation System with 150 x 150mm Ductand 300 x 300mm Diffusers
B
Bathroom FFL
9.169
85
010
63
20
22
40
6
76
5
50
0
600 6003432
3000
Duct DuctPaper TowelDispenser
Vertical Grab Rail
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Hot Water Generated fromCylinder Located in Plant roomon roof
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Cold Water Feed taken fromCWSC in the plant room onthe roof
Mirror
Disabled Toilet Layout inaccordance with TGD Part M
100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)
Mechanical Ventilation System with 150 x 150mm Ductand 300 x 300mm Diffusers
1
BElectricity Panel
Handryers powered by Panel
1200mm 230V Downlight
Smoke Detector
1200mm 230V Downlights powered byelectricity panel located within duct
Mechanical Ventilation System with150 x 150mm Ductand 300 x 300mm Diffusers
150
300 x 300mm Diffuser
Flex Duct
150 x 150mm Duct
B
Bathroom FFL
9.169
600 3432 600
42
7
21
47
19
55
Low Energy Hand Dryer
1200 1200
Duct Duct
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Electricity Circuit Panel forHand Dryers
One Way Light Switch
100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)
Bathroom Door
100mm PVC Branch Pipe (in accordance with TGD Part H)
1200mm 230V Downlight
Mechanical Ventilation System with 150 x 150mm Ductand 300 x 300mm Diffusers
1
Bathroom FFL
9.169
1200 1200 1200 1200 1200
19
54
19
60
42
753
0
78
7
WC No.5 WC No.4 WC No.3 WC No.2 WC No.1
Wheelchair Accessible Toilet
Vertical Grab Bar
50
0
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Cold Water Feed taken fromCWSC in the plant room onthe roof
Disabled Toilet Layout inaccordance with TGD Part M
100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)
1200mm 230V Downlight
Smoke Detector
Mechanical Ventilation System with 150 x 150mm Ductand 300 x 300mm Diffusers
NOTES
Foul Waste Water Drainage (TGD Part H)
- Must prevent foul air from the drainage system entering the building- Must be ventilated- Must be accessible for clearing blockages- Must be protected from accidental damage
Foul Wastewater Drainage - Pipework Overground:
Wash Hand Basin (W.H.B) trap size = 32mm, seal size = 75mmWater Closet Pan (W.C) trap size = 100mm, seal size = 50mm
Wash Hand Basin (W.H.B) branch pipe size = 100mm, gradient of 9mm min to max 90mmWater Closet Pan (W.C) branch pipe size = 50mm, gradient of 18mm min to max 45mm
Discharge Stacks size = 100mm min diameter, 7.2 litres/secMaterial = PVC-uAirtightness : pipes, fittings and joints should be capable of withstanding air or smoke test for3 minutes.
Surface Water Drainage (TGD Part H)
Drainage area of flat roof = Plan area of relevant portion = 1358 m2
Gutters should be laid with any fall towards the nearest outletTable 17 in TGD Part H refers to outlet sizes, for this project:
Gutter size = 150mm minOutlet size = 89mm min, 100mm chosenFlow Capacity = 2.16 litres/sec
Rainwater Pipes (RWP):
- Should be discharged into a drain or gully- Size of RWP should be at least the size of the outlet from the gutter- Drains should be at least 75mm Diameter- 75mm and 100mm Rainwater Drains should be laid not less than 1:100
- There must be a pressure relief valve and a service valve on each cold and hot waterpiping system
Hot Water Generated fromCylinder Located in Plantroom on roof
100mm SVP Stack(in accordance with TGD Part H)
15mm Cold Water feed PVCpipe (in accordance withTGD Part H)
Cold Water Feed taken from CWSC inthe plant room on the roof
100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)
32mm Sanitary DrainagePVC Pipe
Napkin Dispenser
Mirror
Napkin Dispenser
15mm Cold Water feed PVC pipe(in accordance with TGD Part H)
Cold Water Feed taken fromCWSC in the plant room onthe roof
Toilet Layout in accordancewith TGD Part M
100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)
Toilet Roll Holder
CLIENT
PROJECT
JOB NUMBER
DATE
SCALE
DRAWN
CHECKED
STATUS FOR REVIEW
DRAWING
CHECKER
CAD FILE
CAD REF
BLOCK DRAWING NUMBER ZONE REVISION
NOTE
ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS
REV DATE DESCRIPTION CHKD DRN
COPYRIGHT (C)
Jack Lambourne
23/0
4/2
015 2
0:4
3:0
2
23/04/2015 20:43:02
As indicated
Toilet Layout
05
Jack Lambourne
309
B2 - Market Place &Offices
D.I.T
Design
N
1 : 50
Bathroom Floor Plan
Bathroom 3D
1 : 50
Bathroom Section 1
1 : 50
Bathroom Section 2
1 : 50
Bathroom Ceiling Plan
1 : 50
Bathroom Section 3
1 : 50
Bathroom Section 4
1 : 1000
Bathroom Key Plan
Bathroom View 1
Bathroom View 2
1 : 50
MEP Legend
Legend
Bathroom 3D - Sinks
Bathroom 3D - WC's
15mm Hot Water Feed (Copper Pipe)
15mm Cold Water Feed (PVC Pipe)
Foul Waste Pipes (PVC Pipes)
Electrical Feed
Smoke Detector
Mechanical Vent System
Rise to AboveR.T.A
-
UP
UP
60 Minutes Fire Protection
30 Minutes Fire Protection
90 Minutes Fire Protection
0.15 w/m2k
0.8 w/m2k
1 2 3 4
A
B
C
1580
3
19828
4FD60
5FD60
6FD60
2FD60
9FD60
8FD60
11FD60
12FD60
3FD60
1 2 3 4
A
B
C
1580
3
19828
Internal Timber FramedDoor with Glazing Panel
External Double TimberFramed Door with GlazingPanel
Triple Glazed Window Unitwith timber frame
810 1600
2110
2110
2810
500
Project Name
Name
Student Number
Date 03/12/2014 12:00:39
Schedules and Parameters
C12700655
Jack Lambourne
Legend
1 : 1002 Ground FFL Fire Protection1
1 : 1002 Ground FFL U-Values2
1 Panel Exploded Ground Floor Fire Protection3
1 Panel Exploded Ground Floor U-Values4
Door Schedule
DoorNo.
FireRating Level
DoorWidth Finish
2 FD60 2 Ground FFL 810 Oak3 FD60 2 Ground FFL 810 Oak4 FD60 2 Ground FFL 810 Oak5 FD60 2 Ground FFL 810 Oak6 FD60 2 Ground FFL 810 Oak8 FD60 2 Ground FFL 1600 Oak9 FD60 2 Ground FFL 1600 Oak11 FD60 2 Ground FFL 1600 Oak12 FD60 2 Ground FFL 1600 Oak
13 FD30 3 First FFL 1600 Oak14 FD30 3 First FFL 1600 Oak15 FD30 3 First FFL 1600 Oak16 FD30 3 First FFL 1600 Oak17 FD60 3 First FFL 810 Oak18 FD60 3 First FFL 810 Oak19 FD60 3 First FFL 810 Oak
20 FD30 4 Second FFL 1600 Oak21 FD30 4 Second FFL 1600 Oak22 FD30 4 Second FFL 1600 Oak23 FD30 4 Second FFL 1600 Oak24 FD30 4 Second FFL 1600 Oak25 FD60 4 Second FFL 810 Oak26 FD60 4 Second FFL 810 Oak27 FD60 4 Second FFL 810 Oak28 FD30 4 Second FFL 810 Oak
29 FD30 5 Third FFL 1600 Oak30 FD30 5 Third FFL 1600 Oak31 FD30 5 Third FFL 1600 Oak32 FD60 5 Third FFL 810 Oak33 FD60 5 Third FFL 810 Oak34 FD60 5 Third FFL 810 Oak
Total Number of Doors: 31
Room Schedule
Number Name Level Area
1 Balcony 2 Ground FFL 9 m2 Apartment 2 Ground FFL 128 m3 Maisonette 2 Ground FFL 49 m4 Balcony 2 Ground FFL 8 m5 Hallway 2 Ground FFL 16 m6 Storage 2 Ground FFL 11 m7 Bicycle
Parking2 Ground FFL 42 m
8 Maisonette 3 First FFL 58 m9 Apartment 3 First FFL 102 m10 Balcony 3 First FFL 7 m11 Balcony 3 First FFL 9 m12 Apartment 3 First FFL 71 m13 Hallway 3 First FFL 16 m
16 Balcony 4 Second FFL 7 m17 Balcony 4 Second FFL 8 m18 Balcony 4 Second FFL 6 m19 Maisonette 4 Second FFL 51 m20 Apartment 4 Second FFL 71 m21 Hallway 4 Second FFL 15 m25 Apartment 4 Second FFL 101 m
26 Hallway 5 Third FFL 16 m27 Maisonette 5 Third FFL 51 m28 Apartment 5 Third FFL 128 m29 Balcony 5 Third FFL 9 m30 Balcony 5 Third FFL 7 m31 Apartment 5 Third FFL 46 mTotal Number of Rooms: 26
1 : 50Door/Window Legend
Door Tag Shared Parameter File
U-Values Shared Parameter File
Door Tag
-
Constitution Hill Middle Floor Maisonette
Bedroom
Living Space
Bedroom
Existing Stairs
Living Room
First Floor Plan
Balcony
-
Proposed Energy Analysis Typical Two bed Apartment
Summary
Proposed BER of 127 kwh/m2 B3 Rating
Huge Improvement on the heat loss through the walls
Windows upgraded to triple glazing
Huge reduction on heat loss during the winter months
DEAP Software was used for this analysis
Heat pump and CHP Unit for electricity
BER Rating B3
Walls: 0.12 W/m2K Floor: 0.11 W/m2KRoof: 0.09 W/m2K
127
Living Room
Bedroom
Bathroom
Balcony
Access Deck
Kitchen
-
22 mStorage
2586 mBasement Carpark
32 mPrivate Garden
48 mPrivate Garden
32 mPrivate Garden
32 mPrivate Garden
31 mPrivate Garden
51 mLaundrette/Cafe
26 mPrivate Balcony
48 mEntrance Lobby
17 mBike Store
12 mPrivate Balcony
53 mAccess Deck
9 mPrivate Balcony
12 mPrivate Balcony
9 mPrivate Balcony
9 mPrivate Balcony
24 mPrivate Balcony
20 mPrivate Balcony
Ground Floor Plan 1:400
First Floor Plan 1:400
Typial Upper Floor Plan 1:400
55 mAccess Balcony
Not EnclosedPrivate Balcony Not Enclosed
Private BalconyNot Enclosed
Private BalconyNot Enclosed
Private BalconyNot Enclosed
Private Balcony
24 mPrivate Balcony
20 mPrivate Balcony
Fifth Floor Plan 1:400
Roof Plan 1:400
Roof mounted solar PV panels
660mm Rheinzink angled standing seem roof.
Overhead shading canopy
480mm timber cladding external wall.
Parex EWI/ silicate render system or simimlar. Silicate 2 coatrender finish on reinforcement mesh on base coat
Powder coated aluminumBrise soleil with 1 metre overhang
Glass balcony panels with stainless steel balcony railing
40mm Non-Permeable Timber boarding onStructural steel Universal I beams fixed back to structural Steel columns
Support columns to external access deck
Granite paving and streets cape improvements
Infill for services
Triple glazed, aluclad timber patio doors/ windows
815
1262
1287
Wall Build up from External to Internal:15mm timber cladding. On 50X50mm vertical timberbattons. On a water membrain layer to be taped andsealed at joints with air tight tape with an over lap of100mm. On 12.5mm OSB. On 100mm XPS insulationoverlapped at joints. On 12.5mm OSB. On 200mmstimber stud wall filled with rockwool insulation is placedin between the studs. On a inteligent membrain layer tobe taped and sealed at joints with air tight tape with anover lap of 100mm. On 12.5mm OSB. On 50X50mmvertical timber battons to. On Two Layers of 12.5mmPlasterboard.
Roof Build up from External to Internal:Rheinzink angled standing seem coveringsloped to an an angle on 1:3. On 20mm structuralOSB. On 50x50mm Horizontal battons at600mm spacings. On a water membrain layer tobe taped and sealed at joints with air tight tapewith an over lap of 100mm. On 20mm structural OSB.On 100mm XPS insulation overlapped at joints. On12.5mm OSB On Structural BCI 90 Engineered C24I beams at 400mm centers, to enginers specificationwith 300mm rockwool insulation is placed in betweenthe beams. On a inteligent membrain layer to be taped andsealed at joints with air tight tape with an over lap of100mm. On 12.5mm OSB. On 100mm suspendedCeiling with space for MBHR Supply air ductworkand MHVR return extract ductwork with 15mm 600x600mmCeiling finish
100mm suspended Ceiling to NBS spec K45 with spacefor MBHR Supply air ductwork and MHVR return extractductwork with 15mm 600x600mm Ceiling finish
200mm polished concrete floor slab 35N20 concreteA142 mesh reinforcment with 50mm cover with100mm Suspended ceiling
Two Layers of 12.5mm Plasterboard Internal finishon 50x50mm Vertically fixed battons on 200mReinforced Concrete wall on Two layers of150mm XPS insulation overlapped at joints with10mm Plaster external finish
40mm Non-Permeable Timber boarding to NBS SpecH21 on Structural steel Universal I beams fixed backto structural Steel columns Both to NBS spec G10 &Sized to Engineers Spec Fixed Back to structure
Steel Framed balcony fixed back to structure with steelangles to NBS spec G12 and sized to Engineers Specwith 10mm thermal break
Structural steel column supporting balcony above
Drainage channel drain inbeded in concrete
Curtain walling to NBS Spec. H11 fixed strictly inaccordance with manufacturers specifications.
200mm polished concrete floor slab 35N20 concreteA142 mesh reinforment with 100mm suspended ceiling
New 200mm polished concrete floor slab 35N20concrete A142mesh reinforcement with 50mm cover laidon 300mm XPS insulation with radon barrier at joints it istaped and lapped.foundation to engineers spec.
50mm slab pavingon 50mm sand cementAspalt ON 3 LAYERS OF 100mm foamglass flat roofinsulation Joints lapping boards stagered onvapour/airtight membraine on 150mm concrete slab with100mm suspended ceiling with space for MVHR supply airductworkand MVHR return extract ductwork
Wind flower planting sedumon 100mm soil layeron root barrier/drainage membraine to
Concrete box beam toengineers spec with 3mmplaster skim on 12.5mmplasterboard
Zinc standing seam parapet capping laid to a 3degree fall on 18mm WBP plyboard
Drainage channel draininbeded in concrete
Parex EWI/ silicate render system or simimlar.Silicate 2 coat render finish on reinforcement meshon base coat all in accordence with suppliers detailspec.
Parapet build up300mm EPS insulation boards with rendered finishadhesive fixed to paster parge coat substrate with150mm pre-cast concrete upstand to with 100mmEXP insulation withrendered finish.
Air tight barrier atjoints is tappedand lapped
32 mPrivate Garden
48 mPrivate Garden
32 mPrivate Garden
32 mPrivate Garden
31 mPrivate Garden
51 mLaundrette/Cafe
26 mPrivate Balcony
48 mEntrance Lobby
17 mBike Store
Throughout the design process of the Constitution hill retro fit, there were many influencing factors to be taken into consideration. One of which being the new Luas line that is to be put in place in late 2017. We took into consideration very carefully that there will be huge increase to the amount of people coming through the site on a daily basis, from this we have designed a retail space on ground level which can be accessed by the main road. We also changed the layout of the apartments by allowing the balconies to face the communal garden allowing privacy for the occu-pants and the access decks to face the main road instead of the original layout.
The existing building is not com-plaint with space standards in any room within the apartments. From this we came up with a suitable design to allow each apartment to be not only com-pliant with Dublin city council space standards but also com-pliant with the current Technical guidance documents.
Architect:
Daniel Coyle
Group:
Jack Lambourne Jamie Fitzgerald Patrick Dunne Aoife Ryan Craig Quinn
Kitchen
Living Space
Private Balcony
Bathroom
Hall
PASSIVHAUS STANDARDS
Optimised Fabric U-Values:0.12 W/m2k
Windows & Doors:0.85 2/m2k
Air Tightness:1 ac/hr @ 50 Pa
MHVR: 75% Efficient
Balconies provide summer shading
PASSIVE HOUSE ENERGY RETROFITSThe retrofit strategy proposes Design and Certification of retrofitting to Passivhaus EnerPhit standards. This will involve optimised super low energy fabric insualtion levels, near elimination of thermal bridges, air tightness to minimise heat loss, maximim use of solar gains, a high level of indoor air quality and an efficent mechanical ventilation system with heat recovery.
EXISTING BUILDINGS - ENERGY ANALYSISThe energy performance was examined using DEAP soft-ware, U Value calculation software and linear thermal bridge modelling. The DEAP analysis clearly indicated a major improvement of energy standards as every result was an G BER rating. The biggest loss was through the buildings fabric. The openings and walls were the main cause of heat loss.
LOW ENERGY RETROFIT PROJECTThe project proposes a sustainable design strategy for the energy retrofitting, refurshment and renewal of an existing Dublin City Council multi storey flat top residential apart-ment blocks located in the heart of Dublin Citys Centre. A number of issues were addressed including sustainable urban living and energy conservation.
Ground Floor of Existing building with heat loss
Typical Proposed One Bed Apartment
Typical Proposed Two Bed Apartment
Mechanical Heat Recovery MEP Model
Existing Buildng - Aerial view from South-East Additions - Infill between blocks, roof-top units with ground floor extended shop fronts to street. Proposed - New external panel walls & external balconies/ access decks
First Floor Plan
Site Elevation
1
2
Cross Section
3D Section
Exploded Floor Plans
1:20 Details
Proposed Floor Plans
RoofMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12Zinc 0.003 116 3E05StructuralOSB 0.022 0.13 0.169StructuralOSB 0.022 0.13 0.169XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.3 0.044 6.818OSB 0.02 0.13 0.154ExternalSurface 0.06
Uvalue 0.09
Roof/BalconyfloorMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12StructuralScreed 0.07 0.12 0.583SandBinding 0.05 0.25 0.200RockwoolInsulation 0.3 0.044 6.818ConcreteSlab 0.1 1.6 0.063ExternalSurface 0.06
Uvalue 0.13
WallMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12StructuralOSB 0.002 0.13 0.015XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.2 0.038 5.263OSB 0.02 0.13 0.154Plasterboard 0.00125 0.17 0.007Plasterboard 0.00125 0.17 0.007ExternalSurface 0.06
Uvalue 0.12
FloorMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12ConcreteFloor 0.2 1.6 0.125XPSInsulation 0.3 0.0341 8.798ConcreteSlab 0.2 1.6 0.125ExternalSurface 0.06
Uvalue 0.11
RoofMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12Zinc 0.003 116 3E05StructuralOSB 0.022 0.13 0.169StructuralOSB 0.022 0.13 0.169XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.3 0.044 6.818OSB 0.02 0.13 0.154ExternalSurface 0.06
Uvalue 0.09
Roof/BalconyfloorMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12StructuralScreed 0.07 0.12 0.583SandBinding 0.05 0.25 0.200RockwoolInsulation 0.3 0.044 6.818ConcreteSlab 0.1 1.6 0.063ExternalSurface 0.06
Uvalue 0.13
WallMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12StructuralOSB 0.002 0.13 0.015XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.2 0.038 5.263OSB 0.02 0.13 0.154Plasterboard 0.00125 0.17 0.007Plasterboard 0.00125 0.17 0.007ExternalSurface 0.06
Uvalue 0.12
FloorMaterial Thickness ThermalConductivity Resistance
InternalSurface 0.12ConcreteFloor 0.2 1.6 0.125XPSInsulation 0.3 0.0341 8.798ConcreteSlab 0.2 1.6 0.125ExternalSurface 0.06
Uvalue 0.11
PerBlockExisting1Bed 102Bed 163Bed 34Bed 1Total 30
Overall 90
PerBlockAppartments Size Required
1Bed 13 84sqm 55sqm2Bed 20 93sqm 80sqm3Bed 0 N/A N/A4Bed 4 126sqm 100sqmTotal 37
Overall 111
1 - Renders2 - 3D Details Assignment3 - 2D Details Assignment4 - 3rd Year Balcony Details Project5 - Planning Drawings - Constitution Hill0000 - 01 - Site Location MapSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
-0000 - 01 - Site Plan - First FloorSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0001 - 01 - Site PlanSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
00002 - 03 - Proposed site layout planSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0002 - 01 - Basement Carpark - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0004 - 01 - Basement Carpark - Unit 3Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0005 - 01 - Ground FFL - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0006 - 01 - Ground FFL - Unit 2Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0007 - 01 - Ground FFL - Unit 3Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections
0008 - 01 - First FFL - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002