Leisure Centre
Transcript of Leisure Centre
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Table of contents:
GATPBP101 Basement PlanGATPGF102 Ground Floor PlanGATPFF103 First Floor PlanGATPAV118 Axonometric Views
GATPENE104 East & North ElevationGATPWSE105 West & South ElevationGATPSV106 Section Views
GATPSD107 Section One DetailsGATPKD108 25m Pool Kalzip Roof DetailsGATPCD109 Cantilever DetailsGATPCD110 Curtain Walling DetailsGATPCD111 Curtain Walling DetailsGATPRD112 Roof Meeting Curtain WallingGATPSD113 Section Two DetailsGATPWD114 Wall Details
GATPTGDMC115 Building Regulations Part MGATPTGDKC116 Stairs Building RegulaionsGATPTGDBC117 Building Regulations Part B
GATPSS119 Sustainable Building ServicesGATPIV120 Internal ViewsGATPCD121 Concept DesignGATPEA122 Energy Analysis
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /CurtainWall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extrudedaluminium- Finish: Anodized /Polyester powdercoated
- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powdercoated
- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazedin windows/Structural glazing- Configuration: Horizontal pivot /Parallelopener /Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Singleglazed panes
Glazing system: Dry glazed gasket Panel/ Facing type:
Tegral Natura fibrecementcladding panels:
-Tegral Natura fibre cementcladding panels are to be applied toall elevations of the building as theexternal finish.-Cladding panels to be 12mm thick.-To be in compliance with EN12467.-Cladding panels to be used inaccordance with Tegframe lightgauge steel framing system.-Panels are to have rivet fixingsback to the secondary steel frame.-Fixings must be a minimum of80mm from the corner of eachpanel.-A minimum of an 8mm shadowgap must be left between eachpanel to create the effect of a secretfixing system.-A mi9x and match of three colouredcladding panels to be usedthroughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done tomanufacturers specifications.
Wall Build Up
12mm Tegral Natura fibre cement cladding panels,Breather membrane, 40mm Vertical steel c sections@ 600mm c/c, 100mm Tegral system steel frame,12mm cement particle board, 150mm Kingspankooltherm k15 rainscreen board, vapour barrier,18mm internal plywood finish.
Fire rated wall build up
12mm Tegral Natura fibre cement cladding panels,Breather membrane, 40mm Vertical steel c sections@ 600mm c/c, 100mm Tegral system steel frame,65mm precast concrete solid wall slab, 150mmKingspan kooltherm k15 rainscreen board,vapour barrier, 18mm internal plywood finish.
Basement wall build up
100mm Block non-load bearing inner wall, 50mmdeltadrain drained cavity, reinforced cast in situ concretewall, 20mm thick vertical asphalt applied in three coats,finished with 30mm thick sand/cement grout.
Floor build up
150mm Precast concrete hollow core floor slab,150mm Kingspan kooltherm k3 floorboard, finishedwith 75mm cast in situ concrete screed.
Basement floor build up
75mm Cast in situ concrete screed, damp proofmembrane, 75mm precast concrete 'dryangle' floortiles,reinforced cast in situ concrete floor slab, 50mmthickcement sand protective screed, 30mm thickhorizontalasphalt applied in three coats, finished with 100mmthick mass concrete base.
Copper roof build up
20mm copper roof covering, 150mm looseinsulation in between roof standing seamclips to fix roof into place, vapour barrier,38mm metal decking, steel purlins runningthe length of the roof, finished with 18mminternal plywood finish.
Kalzip roof build up
Kalzip aluminium roof covering, 150mm looseinsulation in between roof standing seamclips to fix roof into place, vapour barrier, 38mmmetal decking, 38mmx 140mm glulampurlins, finished with18mm internal plywood inbetween glulam beams to leave the glulambeams partially exposed.
Edel FoxC00146668Architectural Technology Year 3Thesis Leisure CentreDan O' Sullivan, Noel Dunne & Allan Read
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Outline of leisure pool above
Outline of 25m pool above
Outline of building above
30 mPool pump room
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31 m
Wood pellet burnerroom
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6000
Refuge Point
Call Point
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3600
6000
1800mm x1800mmclear spacein front of lift
Refuge Point
Call Point
1810mm x 2110mm FD 60double doors
1810mm x 2110mm FD 60double doors
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7150
Ramp to underground car parkat basement level @ slope 1:5.Proposed one way traffic system.Ramp floor to be made of a basecoat of asphalt to providewaterproofing, top coat ofconcrete
2300
4850
200mm concrete kerbs seperatinglanes on entrance/exit to the car park
2000
2000
2000mm pedestrian walkway
Specification:
General notes: All works must complywith current building regulations and codeof practice. All works must be to thesatisfaction of the building control officer.600mm concrete piles to be placedappropriately in areas of weak soil.
Basement walls: 100mm cast in situconcrete protective walling, 20mm thickcement/sand grout, 30mm thick verticalasphalt applied in three coats to roughconcrete face, 600mm cast in situreinforced concrete wall, 50mm deltadraindrained cavity, finished with an internal100mm block non-load bearing internalwall.
Basement floor: 100mm cast in situconcrete protective walling, 20mm thickcement/sand grout, 30mm thick verticalasphalt applied in three coats to roughconcrete face, cast in situ reinforcedconcrete floor slab with edge thickening,precast concrete 'dryangle' floor tiles,damp proof membrane finished internallywith 75mm concrete screed.
Cast in situ walls and floors to complywith BS 8004, with all reinforcement to beapproved by the structural engineer.
Structural columns to be reinforced600mm diameter cast concrete,reinforcing steel must have a minimum of30mm concrete coverage. Concretecolumns to be wrapped in rubberprotectors between 150mm from finishedfloor level to 1000mm above finished floorlevel.
Doors: to plant room, lift and stairs to befully sealed and provide a minimum of 60minute fire resitance. All fire escapedoors to be 60 minute fire rated and fittedwith automatic closers.
Proposed 33 standard car parking spaces2300mm x 4850mm, plus 2 disabledparking bays 3600mm x 6000mm besidelift and stair shafts to provide easyaccess. Proposed 2000mm pedestrianwalkway around car park leading to stairsand lift shaft and shown.
600mm diameterreinforced castconcrete columns
Pedestrian crossing to walkway
600mm diameter retaining piles
UP
RoomCar ParkPool Pump RoomWood Pellet Burner RoomStairs 1Stairs 2 Plus LiftTotal Floor area:
Floor Area1231.85msq30msq31msq18.17msq42.59msq1353.61msq
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
1 : 100
Basement Plan
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O'Sullivan, Noel Dunne &Allan Read
GATPBP101
1 : 100
Basement Level1
Basement Door Schedule
Count Family and Type Height Level Mark Width
1 ExtDbl Flush: 1810 x 2110mm 2110 Basement 13 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Basement 14 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Basement 39 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Basement 42 1810
1 IntDbl (2): 1810 x 2110mm 2110 Basement 43 1810
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UP
UP
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6000
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6000
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Squash Court Squash Court Squash Court
Sports Hall
66 mRoom
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66 mRoom
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67 mRoom
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Disabled WC & showerroom
1800mm x1800mmclear spacein front of lift
11 mFirst Aid
106 m
Store Room
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11 mOffice
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1545
10 mHall Storage
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Showers
Changing stalls
423 mSports Hall
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241 mChanging Village
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6000
6000 6000 6000 6000 6000 8000 12330 17965 2700
Reception desk
Non slip ceramic tile finish
238 mReception Area
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Proposed timber flooring
Proposed timber flooring
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16 mMale Toilets
28
16 mFemale Toilets
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6 mDisabled Toilets
316 m
Disabled Toilets
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44 mPool Store
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59 mPlant Room
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10 mSteam Room
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10 mSauna
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544 m25m Pool
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165 m
Leisure SwimmingPool
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31 mViewing Room
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15 mDraught Lobby
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Non-slip ceramic tile floor finish
Proposed 2m concrete paving slab footpath around building
25m Pool
Leisure Pool
Changing Village
Sposts Hall
Sports Hall Changing Rooms
Reception Area
Squash Courts
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
1 : 100
Ground Floor Plan
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O'Sullivan, Noel Dunne &Allan Read
GATPGF102
1 : 100
Ground level1
Ground Level Plan2
Ground Floor Door Schedule
Count Family and Type Height Level Mark Width
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 26 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 22 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 23 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 20 1810
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 13 1810
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 6 1810
1 Dbl Glass (1): Dbl Glass (1) 1850 Ground level 1 1900
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 31 1810
1 Sgl Glass (3): Sgl Glass (3) 2130 Ground level 3 1000
1 Sgl Glass (3): Sgl Glass (3) 2130 Ground level 4 1000
1 Sgl Glass (3): Sgl Glass (3) 2130 Ground level 5 1070
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 16 1010
1 IntSgl (1): 910 x 2110mm 2110 Ground level 29 910
1 IntSgl (1): 910 x 2110mm 2110 Ground level 28 910
1 ExtDbl Flush: 1810 x 2110mm 2110 Ground level 21 1810
1 IntSgl (1): 910 x 2110mm 2110 Ground level 25 910
1 IntSgl (1): 910 x 2110mm 2110 Ground level 24 910
1 Dbl Glass (1): Dbl Glass (1) 1950 Ground level 2 1900
1 IntSgl (1): 910 x 2110mm 2110 Ground level 27 910
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 19 1810
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 17 1010
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 18 1010
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 15 1010
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 30 1810
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 7 1810
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 8 1010
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 10 1010
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 11 1010
1 IntSgl (1): 1010 x 2110mm 2110 Ground level 9 1010
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 12 1810
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 14 1810
1 IntDbl (2): 1810 x 2110mm 2110 Ground level 32 1810
General Specification:
-All works to comply with current building regulations and code of practice.-All works must be done to the satisfaction of the buildign control officer.-All dimensions in mm unless otherwise noted.-Drawings must not be scaled, Dimensions to be followed.-Cast insitu concrete for lift shaft and stair shaft to comply with BS 8004.-Stair shaft to have a smooth concrete internal finish.-Lift and stair shaft to be 60min fire proof including access doors.-All structural steel to be 60min fire rated with intumescent paint.-All escape fire doors to be 60min fire rated and fitted with automatic closers.-Floor finish to be non-slip ceramic tiles and timber floors where indicated on plan.-Entrance area to have a minimum level landing within 1800mm of entrance door.
Tegral Natura fibrecement cladding panels:
-Tegral Natura fibre cement cladding panels are to be applied to all elevations of thebuilding as the external finish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used in accordance with Tegframe lightgauge steel framing system.-Panels are to have rivet fixings back to the secondarysteel frame.-Fixings must be a minimum of 80mm from thecorner of each panel.-A minimum of an 8mm shadow gap must be leftbetween each panel to create the effect of asecret fixing system.-A mi9x and match of three colouredcladding panels to be usedthroughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done tomanufacturers specifications.
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Fitness Reception
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Void over 25m swimming pool
Void over leisure pool
24 mMale Changing Room
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25 m
Female ChangingRoom
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Void over squash court Void over squash court Void over squash court
1800mm x1800mmclear spacein front of lift
Refuge Point
Call Point
Refuge Point
Call Point
6 m
Disabled WC &Shower Room
19585 mRoom
First Aid6 m
Store Room
21
RedundantRoom
Office
22
Reception desk
Void over sports hall
RedundantRoom
Gym Area
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44 mGym Store
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80 mPlant Room
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FD 60
Roof over competition Pool
Roof over Leisure Pool
Gym area
Void over sports hall
Void over squash courts
Male and female changing rooms
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
1 : 100
First Floor Plan
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O'Sullivan, Noel Dunne &Allan Read
GATPFF103
1 : 100
First Floor Level1
First Floor Door Schedule
Count Family and Type Height Level Mark Width
1 IntDbl (2): 1810 x 2110mm 2110 First Floor Level 33 1810
1 IntDbl (2): 1810 x 2110mm 2110 First Floor Level 34 1810
1 IntDbl (2): 1810 x 2110mm 2110 First Floor Level 35 1810
1 IntDbl (2): 1810 x 2110mm 2110 First Floor Level 36 1810
1 IntSgl (1): 1010 x 2110mm 2110 First Floor Level 37 1010
1 IntSgl (1): 1010 x 2110mm 2110 First Floor Level 38 1010
1 IntSgl (1): 1010 x 2110mm 2110 First Floor Level 39 1010
1 IntSgl (1): 910 x 2110mm 2110 First Floor Level 41 910
1 IntSgl (1): 910 x 2110mm 2110 First Floor Level 42 910
1 IntSgl (1): 910 x 2110mm 2110 First Floor Level 43 910
1 IntDbl (2): 1810 x 2110mm 2110 First Floor Level 44 1810
3D First Floor2
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General Specification:
-All works to comply with current building regulationsand code of practice.-All works must be done to the satisfaction of thebuildign control officer.-All dimensions in mm unless otherwise noted.-Drawings must not be scaled, Dimensions to befollowed.-Cast insitu concrete for lift shaft and stair shaft tocomply with BS 8004.-Stair shaft to have a smooth concrete internal finish.-Lift and stair shaft to be 60min fire proof includingaccess doors.-All structural steel to be 60min fire rated withintumescent paint.-All escape fire doors to be 60min fire rated and fittedwith automatic closers.-Floor finish to be non-slip ceramic tiles and timberfloors where indicated on plan.-Entrance area to have a minimum level landing within1800mm of entrance door.
Tegral Natura fibrecement cladding panels:
-Tegral Natura fibre cement cladding panels are to beapplied to all elevations of the building as the externalfinish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used in accordance withTegframe lightgauge steel framing system.-Panels are to have rivet fixings back to thesecondarysteel frame.-Fixings must be a minimum of 80mm from thecorner of each panel.-A minimum of an 8mm shadow gap must be leftbetween each panel to create the effect of asecret fixing system.-A mi9x and match of three colouredcladding panels to be usedthroughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done tomanufacturers specifications.
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Ground level
46700
First Floor Level
50300
Level 2
53900
BCDEFHIJ GK
Level 3
55900
3250 6000 6000 2335 3665 6000 6000 6000 6000
A
Fire escape doors Clear glazing to allow natural light into the sports hall 12mm Tegral Natura fibre cementcladding panels
Fire escape door
6000
2000
3600
3600
Proposed copper roof coveringwrapped back around to cover eaves
Proposed kalziproof covering
Top of copper roof
59450
3550
Ground level
46700
First Floor Level
50300
Level 2
53900
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Level 3
55900
2700 17965 12330 8000 6000 6000 6000 6000 6000
3600
3600
2000
Fir escape doorMain entrance glazed door
Tegral Natura 12mm fibre cement cladding panels
Clear glazing Curved copper roof
Proposed clear glazing curtain wall aroundthe Leisure pool to allow for natural light andnatural heat gain
Proposed passivent natural ventilatorsto underside of the roof
Curved kalzip roofTegral Natura 12mm fibre cement cladding panels
Proposed kalzipbullnose to eaves
Proposed copper roof covering wrapped around to cover eaves
Top of copper roof
59450
3550
Fire door
Clear glazing
Copper roof covering Kalzip roof covering
Clear glazingStructural glazing to clearlyidentify main entrance
12mm Tegral Natura fibrecement cladding panels
North
East
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
East & North Elevation
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPENE104
1 : 100
East Elevation1
1 : 100
North Elevation2
East Elevation Render
North Elevation RenderNorth-East Elevation
3
Tegral Natura fibrecement cladding panels:
-Tegral Natura fibre cement cladding panels areto be applied to all elevations of the building as theexternal finish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used in accordance withTegframe light gauge steel framing system.-Panels are to have rivet fixings back to thesecondary steel frame.-Fixings must be a minimum of 80mm from thecorner of each panel.-A minimum of an 8mm shadow gap must be leftbetween each panel to create the effect of asecret fixing system.-A mi9x and match of three coloured claddingpanels to be used throughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done to manufacturers specifications
Tegral fibre cement cladding panels
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Ground level
46700
First Floor Level
50300
Level 2
53900
B C D E F H I JG K
Level 3
55900
12000 6000 6000 3665 2335 6000 6000 3250
A
Top of copper roof
59450
3550
2000
3600
3600
Copper roof covering wrapped back around at eaves
Kalzip roof covering with bullnose at eaves
Proposed glazing facing the river supported withsecondary steel structe hollw circular sections
12mm Tegral Natura fibre cement cladding panelsCurtain wall glazing to alloow in natural light and natural solar gainKalzip roof covering with bullnose at eaves12mm Tegral Natura fibre cement cladding panels
Ground level
46700
First Floor Level
50300
Level 2
53900
1 2 3 4 5 6 7 8 9 10
Level 3
55900
27001796512330800060006000600060006000Top of copper roof
59450
3550
2000
3600
3600
12mm Tegral Natura fibre cement cladding panels
Kalzip roof covering with bullnose at eaves Rooflights that follw the roof curve
Door to plant roomExternal exit door from competition pool Fire door
Copper roofcoveringwrappedaround theedges atthe eaves
12mm Tegral Naturefibre cement cladding panels
Door from plant room
Fire door
Kalzip roof covering with bullnose to eaves Copper roof covering wrapped around at eaves
Proposed roof lights that go with the curve of the roof
Clear glazing to allow natural light in
Fire doorWest
South
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
West & South Elevations
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O'Sullivan, Noel Dunne &Allan Read
GATPWSE1051 : 100
West Elevation1
1 : 100
South Elevation2
West Elevation Render
South Elevation Render
Tegral Natura fibrecement cladding panels:
-Tegral Natura fibre cement cladding panels areto be applied to all elevations of the building as theexternal finish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used in accordance withTegframe light gauge steel framing system.-Panels are to have rivet fixings back to thesecondary steel frame.-Fixings must be a minimum of 80mm from thecorner of each panel.-A minimum of an 8mm shadow gap must be leftbetween each panel to create the effect of asecret fixing system.-A mi9x and match of three coloured claddingpanels to be used throughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done to manufacturers specifications
South-West Elevation3
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Ground level
46700
First Floor Level
50300
Level 2
53900
Basement
-4400
1 2 3 4 5 6 7 8 9 10
Level 3
55900
Top of copper roof
59450
Car park entranceUnderground car park/ basement
Sports Hall
Changing Village
Exercise gym
Tegral Natura fibre cement cladding panels
Leisure poolCompetition pool
Leisure pool curtain walling
Kalzip roof covering with bullnose to eavesCopper roof covering wrapped around at edges
Plant room
Plant room
3550
2000
3600
3600
4400
75mm screed, damp proof membrane, 75mm precast concrete 'dryangle' floor tiles,reinforced concrete basement slab, 50mm thick cement/sand grout, 30mm thickhorizontal asphalt applied in three coats and 100mm concrete base
100mm non load bearing block wall, 50mm deltadraindrained cavity, reinforced concrete wall, 20mm thickvertical asphalt applied in three coats, and 30mm thickcement/sand grout
600mm Cast in situ concrete pile
150mm Hollowcore precast concrete floor slab,150mm Kingspan Thermafloor insulation, finishedwith 75mm concrete screed
20mm Copper roof covering, 150mm loose insulationin between standing seams, 38mm metal decking,vapour barrier, steel purlins @ 600mm c/c, 18mmInternal plywood finish
Primary structure glulam columns
18mm plywood internal finish, vapour barrier, 150mm Kingspan Therma TW55insulation, 12mm Cement particle board, 100mm Tegral system steel frame,breather membrane, 40mm steel c sections @ 600mm c/c, finished with TegralNatura fibre cement cladding panels
Ground level
46700
First Floor Level
50300
Level 2
53900
Basement
-4400
BCDEFHI G
Level 3
55900
A
Top of copper roof
59450
3550
2000
3600
3600
4400
60006000600060006000366523356000
Underground car park/ BasementDoor to lift shaft
Door to stair shaft
Ground floor reception area
First floor reception area
Squash courts
Front entrancedraught lobby
Lift doorsExercise gym
Changing Village
Fire escape stairs
Copper roof covering wrapped around eaves
Clear glazing
Precast concrete stairs
600mm cast in situ piles
100mm non load bearing block wall, 50mm deltadraindrained cavity, reinforced concrete wall, 20mm thickvertical asphalt applied in three coats, and 30mm thickcement/sand grout
75mm screed, damp proof membrane, 75mm precast concrete 'dryangle' floor tiles,reinforced concrete basement slab, 50mm thick cement/sand grout, 30mm thickhorizontal asphalt applied in three coats and 100mm concrete base
18mm plywood internal finish, vapour barrier, 150mmKingspan Therma TW55 insulation, 12mm Cementparticle board, 100mm Tegral system steel frame,breather membrane, 40mm steel c sections @600mm c/c, finished with Tegral Natura fibre cementcladding panels
20mm Copper roof covering, 150mm loose insulationin between standing seams, 38mm metal decking,vapour barrier, steel purlins @ 600mm c/c, 18mmInternal plywood finish
150mm Hollowcore precast concrete floor slab,150mm Kingspan Thermafloor insulation, finishedwith 75mm concrete screed
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Section Views
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O'Sullivan, Noel Dunne &Allan Read
GATPSV106
1 : 100
Long Section A-A1
1 : 100
Short Section A-A2
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600mm diameterreinforced concretecolumn
75mm Screed
Damp proof membrane
Precast concrete'dryangle' floor tiles
Reinforced concretebasement slab NB:reinforcement toengineers specs
30mm thick horizontalasphalt applied in threecoats over concrete base
50mm thick cement/sandprotective screed
100mm thick massconcrete base
50mm Sand blinding
200mm Hardcore
151
408
50
30
100
50
200
Structural steel column
75mm Screed
150mm Rigid insulation
150mm Hollowcore precastconcrete floor slabGrout
Base plate for structuralsteel column
Bolts cast into 600mmconcrete column
150
150
75
Structural steel column
Structural steel beams welded to thestructural steel columns
150mm Hollowcore precast concrete floor slabcut around the structural steel columns
150mm Rigid insulation
75mm screed
Structural steel column
75
150
150
75mm screed
Damp proofmembrane
Precast concrete'dryangle' floor tiles
Reinforced concretefloor slab
Construction joint
30mm thick horizontalasphalt applied inthree coats overconcrete base
50mm thick cementsand protectivescreed
100mm thick massconcrete base
PVC water bar laidon asphalt
50mm Sand blinding
200mm Hardcore
75
75
408
149
130
50
200
600
150
150
Metal stud internal wall
Horizontal steel C-sections@ 600c/c
75mm screed
150mm rigid insulation
150mm hollowcore precastconcrete floor slab
Rigid insulation core
Double layer 12mmhydropanel on each side
Block non-loadbearing inner wall
50mm deltadraindrained cavity
Reinforced concretebasement wall NB:Reinforcement toengineers specs
30mm thick cement/sand grout
20mm thick verticalasphalt applied inthree coats torough concrete
water bar to kicker
Reinforced concretebasement slab NB:Reinforcement toengineers specs
50mm x 50mm twocoat angle fillet
30mm thick horizontalasphalt applied in threecoats over concrete base
50mm thick cement sandprotective screed
100mm thick massconcrete base
Damp proof membrane
75mm screed
75mm precast concrete'dryangle' floor tiles
200
50
100
30
50
670
75
75
100 50 600 2030 600
50mm Sand blinding
200mm Hardcore
Block non-load bearinginner wall
50mm deltadraindrained cavity
Reinforced concretebasement wall NB:Reinforcement toengineers specs
30mm thick cement/sand grout
20mm thick verticalasphalt applied inthree coats torough concrete
600mm concretefriction pile
150mm hollowcorefloor slabs cut aroundthe column
150mm rigid insulation
75mm screed
Steel column
150
100
75
Steel column
150mm hollowcore precast floor slab cut aroundcolumn
150mm rigid insulation fixed around column
75mm screed poured around column
Internal plywood finish, vapour barrier andrigid insulation between steel columns
Steel column
Rockwool insulation used in this case as afire stop connected back to screed with astainless steel angle bracket
Double layer 12mm hydropanel board
150
150
75
Material Legend:
Rigid Insulation
Rockwool fire stop insulation
Concrete
Block Wall
Asphalt applied in three coats
Cement/sand grout
Hollowcore floor slabs
Internal Plywood finish
12mm Hydrapanel Board
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Section One Details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPSD107
1 : 10
Concrete column ground connection3
1 : 10
Steel column to concrete column connection4
1 : 10
First floor detail5
1 : 10
Basement construction joint detail2
1 : 10
Ground floor meeting internal wall6
1 : 10
Basement foundation detail10
1 : 10
Basement wall meeting first floor11
1 : 10
First Floor Internal Detail12
No. Description Date
-
Ground level
46700
First Floor Level
50300
Level 2
53900
G
2
GATPKD108
4
GATPKD108
Concrete paving slabs
Pebble dash margain
Flashing to direct water
Sand blinding
12mm Tegranl Natura fibre cementcladding panels
40mm Steel c sections @ 600mm c/c
Breather Membrane
100mm Tegral systemsteel frame
12mm Cement particle board
150mm Rigid insulation
Vapour barrier
18mm Internal plywood finish
Structural Glulam column
Flashing to direct water
Glulam beam
Glulam rafter
3mm Aluminium bullnose
Glulam purlin to support insulated gutter
Insulated Gutter
Level 2
53900
G
Primary structure glulam column shown in background18mm Internal plywood finishVapour barrier150mm Rigid insulation12mm Cement particle board100mm Tegral system steel frameBreather membrane
40mm Steel c sections @ 600mm c/c
12mm Tegral Natura fibre cement cladding panels
Steel Sections @ 600mm c/c between rigid insulation
Glulam Beam
Glulam rafter
Glulam purlins on variable length cleats to achieve curveSteel section put in place to support insulated gutterFlashing connected back to glulam column
3mm Aluminium bullnose
Glulam purlin to support insulated gutter
38mm Metal decking
Standing seam clip between rigid insulation
Rigid insulation
Kalzip roof covering
Vapour barrier
Ground level
46700
G
Primary structure Glulam column in the background18mm Internal plywood finishVapour barrier
150mm Rigid insulation12mm cement particle board100mm Tegral system steel frameBreather membrane
40mm steel c sections @ 600mm c/c
12mm Tegral Natura fibre cement cladding panels
8mm Shadow gap
Internal non slip tile floor finish
75mm Screed
150mm Rigid insulation
DPM
150mm Concrete floor slabFlashing connected back to cement particle board
Pebble margain for drainage
Concrete paving slabs
50mm sand blinding
Hardcore
Pile supporting primarystructure glulam columnshown in background
Kalzip roof covering
3mm AluminiumBullnose
38mm Metal DeckingGlulam purlins on variablelength cleats to achieve curve
18mm Internalplywood finish
Glulam Rafter
18mm Internal plywood finish
150mm Rigid Insulation
Vapour Barrier
12mm Cement Particle Board
100mm Tegralsystem steel frame
40mm Steel c sections@ 600mm c/c
12mm Tegral Natura fibrecement cladding panels
Breather membrane
150mm Concrete floor slabDPM
150mm Kingspan Thermafloor insulation
75mm Concrete screed
Non-slip ceramic tileinternal floor finish
Insulated gutter supportedon glulam beams andrafters
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
25m pool Kalzip roof details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPKD108
1 : 20
25m pool building section1
1 : 10
Bullnose meeting cladding2
1 : 10
25m pool foundation detail4
Tegral cladding panels3
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazed in windows
/Structural glazing- Configuration: Horizontal pivot /Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Single glazed panes Glazing system: Dry glazed gasket Panel/ Facing type:
Tegral Natura fibrecementcladding panels:
-Tegral Natura fibre cementcladding panels areto be applied to all elevations ofthe building as theexternal finish.-Cladding panels to be 12mmthick.-To be in compliance with EN12467.-Cladding panels to be used inaccordance withTegframe light gauge steelframing system.-Panels are to have rivet fixingsback to thesecondary steel frame.-Fixings must be a minimum of80mm from thecorner of each panel.-A minimum of an 8mm shadowgap must be leftbetween each panel to createthe effect of asecret fixing system.-A mi9x and match of threecoloured claddingpanels to be used throughoutthe building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done tomanufacturers specifications
No. Description Date
-
Ground level
46700
First Floor Level
50300
Level 2
53900
1
2
GATPCD109
3
GATPCD109
Existing flood wallPile in background
Concrete upstand
Damp proof membrane
Shcock concrete balcony system Concrete paving slabs supported byvariable height upstands to allow slopewithout sloping the walkway
Handrail
Flashing to direct water
Curtain walling box
200mm heating tubes to prevent condensation
Steel angle brackets connecting curtainwalling to secondary steel structure
Secondary structure steel columnbolted to concrete floor slab and undersideof roof, put in place to support curtain walling
Secondary steel structure 200mm hollow column
200mm heating tubes to prevent condensation
Steel angle bracket connecting curtain walling to steel column
Passivent natural ventilator incorporated into curtain walling
Flashing to direct water
18mm Internal plywood finish
Glulam purlins
Vapour barrier
38mm Metal Decking150mm Insulation between standing seams3mm Aluminium kalzip bullnose
400mm Kalzip standing seam roof covering
1
Secondary steel structure 200mm hollow columnSteel angle bracket connecting curtain walling to steel column
Curtain walling box
Passivent natural ventilator incorporated into curtain walling
Flashing to direct water
18mm Plywood internal finish
Glulam purlinsVapour barrier
150mm insulation between standing seams
400mm Kalzip standing seam roof covering
3mm Aluminium kalzip bullnose
Ground level
46700
1
Shcock Concrete balcony system used for the cantilever walkwya
Pile in background
Damp proof membraneConcrete upstand
1050
Concrete paving slabs supported by variableheight upstands to allow for slope withoutsloping the walkway
1500 Concrete floor slab
150mm Rigid insulation
75mm Screed
Internal non slip floor tile
Secondary structure steel columnbolted to concrete floor slab and undersideof roof, put in place to support curtain walling
Steel angle brackets connecting curtainwalling to secondary steel structure
200mm heating tubes to prevent condensation
Handrail
Flashing to direct water
Curtain walling box
Double glazing
Existing flood wall
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Cantilever details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPCD109
1 : 20
Section 41
1 : 10
Kalzip bullnose meeting curtain walling2
1 : 10
Cantilever walkway3
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazed inwindows/Structural glazing- Configuration: Horizontal pivot /Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Single glazed panes Glazing system: Dry glazed gasket Panel/ Facing type:
No. Description Date
-
1
G
K
2000
1475
1450
1450
1450
1450
1450
1450
1450
1475
2085
12mm Tegral Natura fibre cement cladding, breather membrane,40mm steel c sections @ 600m c/c, 100mm Tegral system steelframe, 12mm cement particle board,150mm Kingspan Therma TW55insulation,Vapour barrier, finished internally with 18mm plywood
12mm Tegral Natura fibre cement cladding, breather membrane,40mm steel c sections @ 600m c/c, 100mm Tegral system steelframe, 12mm cement particle board,150mm Kingspan Therma TW55insulation,Vapour barrier, finished internally with 18mm plywood
Primary structure glulam column
Primary structure glulam column
200mm dia secondary hollowsteel columns put in place to supportcurtain walling panels
Vertical curtain walling box
Horizontal curtain walling box
Curtain wall glazing
Passivent natural ventilators incorporated intothe curtain wall glazing
Tegral Natura 12mm fibre cement cladding panels
Proposed roof lights
Proposed insulated hidden gutter
Proposed non-slip ceramictile floor finish
25mm swimming pool
1
12mm thick fibre cement cladding panels
Vertical and horizontal steel rails tosupport the cladding system fixedback to cement particle board
Breather membrane
150mm rigid insulation
Vapour barrier
Plywood internal finish
Flashing connected back to the curtainwalling box and sealed
Curtain walling box connected back tosecondary steel structure
200mm dia. secondary steel structure
Double glazing
Cement particle board
Insect mesh to allow ventilation while keeping out insects
1
Horizontal curtain wall mullion
Double glazing
Intermediate curtain wall mullion
200mm diameter secondary structurehollow steel section put in placeto support the curtain walling
Steel angle bracket to connect curtain wallingback to secondary steel structure
Horizontal curtain wall mullion
Double glazing
1
Double Glazing
Horizontal curtain wall mullions
Vertical curtain walling box connectedback to secondary steel structure
200mm dia secondary steel structure
Flashing connected back tocurtain walling box and sealed
Insect mesh to allowventilation while keepingout insects
18mm internal plywood finish
Vapour barrier
150mm rigid insulation
12mm cement particle board
100mm Tegral system steel frame
40mm steel c sections @ 600mm c/c
Breather membrane
12mm Tegral Natura fibre cement cladding panels
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Curtain Walling Details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPCD110
1 : 50
25m Pool Curtain Walling1
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazed inwindows/Structural glazing- Configuration: Horizontal pivot /Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Single glazed panes Glazing system: Dry glazed gasket Panel/ Facing type:
25m Pool Curtain Walling2
1 : 5
Curtain walling connected to secondary steel structure3
1 : 5
Intermediate curtain walling connection4
1 : 5
Curtain walling connected to steel structure5
No. Description Date
-
E
Double glazing
Double curtain walling boxes toallow for curve
Steel angle brackets connectingthe curtain walling boxes back tothe glulam column
Rigid insulation in between curtainwalling boxes to prevent cold bridging
3mm Aluminium flashing
Primary structure 250mm x 250mmglulam column
Double glazing
7
B
12mm thick fibre cement cladding panels
Vertical and horizontal steelrails to support cladding system fixedback to cement particle board
Breather membrane
150mm rigid insulation
Vapour barrier
Internal plywood finish
Insulation to enclose primary structuresteel beam to prevent cold bridging
Primary structure steel beam
Flashing fixed back to steel rails
Curtain walling box fixed back toglulam column with a steel angle bracket
Primary structure 250mm x 250mmglulam column
Double glazing
Cement particle board
Steel C-sections @ 600mm c/c
Steel sections @ 600mm c/c
12 152 150 18
40mm ventilated cavity
Rockwool fire stop insulation
4
G
Double glazing
12mm fibre cement cladding panels
Breather membrane
40mm steel sections @ 600mm c/c
Flashing fixed back to steel rails
100mm Tegral system steel frame
Curtain walling box fixed back to glulamcolumn with steel angle brackets
Rigid insulation
12mm Cement particle board
Steel C-sections @600mm c/c
150mm Rigid insulation
Vapour barrier
18mm internal plywood finish
Primary structure 250mm x 250mmGlulam column
Insect mesh
Kalzip roof covering
Bullnose to eaves
Curtain wall glazing
Primary structure glulam columnSecondary structure 200mm dia hollow steelcolumns to support curtain walling
Viewing area Non-slip ceramic tile floor finish
Leisure swimming pool
4 5 6 7
B
C
D
E
F
G
1317
1231
1205
1638
1558
1487
1382
1274
1416
1557
1654
1453
1483
1530
1548
2036
1698
1292
821
1188
1213
1188
1611
1629
1630
1610
1990
2019
2022
1987
1597
1623
1625
1602
2371
2370
2383
2366
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Curtain Walling Details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPCD111
1 : 5
Angle curtain walling connected to glulam1
1 : 5
Curtain walling connected to glulam2
1 : 5
Curtain walling edge detail3
3D Leisure Pool4
1 : 100
Leisure pool glazing6
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazed inwindows/Structural glazing- Configuration: Horizontal pivot /Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Single glazed panes Glazing system: Dry glazed gasket Panel/ Facing type:
No. Description Date
-
Ground level
46700
First Floor Level
50300
Level 2
53900
G
Level 3
55900
2
GATPRD112
4
GATPRD112
150mm Rigid insulation
Steel Shoe to connect glulam back to pile foundation
Steel shoe bolted to glulam column
400
500
1500
800800mm diameter reinforced concrete pile.NB: Reinforcement to engineers specification
500mm x 1500mm reinforcedpad foundationto support structural glulam column. NB: Reinforcemntto engineers specification
150mm Precastconcrete hollowcorefloor slab
600
Primary structure glulam column
Primary structure glulam rafters3mm Aluminium kalzip bullnose
Insulated gutter supported on both sides by glulam purlins
Glulam purlins on variable length cleats to achieve curve
38mm Metal deckingVapour barrier150mm Rigid insulation
Kalzip roof covering
Flashing fixed back to primary structure glulam column
Horizontal curtain walling box fixed back to primart structure glulam column
Double glazingVertical curtain walling boxes
Horizontal curtain walling box fixed back to primary structure glulam columnFlashing to direct rain waterGlulam purlins to fixed back to glulan column to support curtain wallingWaterproofing layer
Kalzip roof covering
Standing seam to fix kalzip roof in placeGlulam purlin38mm Metal deckingVapour BarrierGlulam purlins @ 600mm c/c
18mm Internal plywood finish
Level 2
53900
G
Primary structure glulam column
Primary structure glulam rafters
3mm Aluminium kalzip bullnose
Insulated gutter supported on both sides by glulam purlins
Glulam purlins on variable length cleats to achieve curve
38mm Metal decking
Vapour barrier
150mm Rigid insulation
Kalzip roof covering
Flashing fixed back to primary structure glulam column
Horizontal curtain walling box fixed back to primart structure glulam column
Double glazing
Vertical curtain walling boxes
Horizontal curtain walling box fixed back to primary structure glulam column
Flashing to direct rain water
Glulam purlins to fixed back to glulan column to support curtain walling
Waterproofing layer
Kalzip roof covering
Standing seam to fix kalzip roof in place
Glulam purlin
38mm Metal decking
Vapour Barrier
Glulam purlins @ 600mm c/c
18mm Internal plywood finish
Ground level
46700
G
150mm Rigid insulation
75mm Screed
Steel Shoe to connect glulam back to pile foundation
Steel shoe bolted to glulam column
400
500
1500
800
800mm diameter reinforced concrete pile.NB: Reinforcement to engineers specification
500mm x 1500mm reinforcedpad foundationto support structural glulam column. NB: Reinforcemntto engineers specification
150mm Precastconcrete hollowcorefloor slab
600
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Roof meeting curtain walling
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPRD112
1 : 25
Section 31
1 : 10
Kalzip Bullnose2
1 : 10
Glulam to Pile4
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW 50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60 /Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
External cover cap: Extruded aluminium- Finish: Anodized /Polyester powder coated- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP) /Glazed inwindows/Structural glazing- Configuration: Horizontal pivot /Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Single glazed panes Glazing system: Dry glazed gasket Panel/ Facing type:
Tegral Natura fibrecement cladding panels:
-Tegral Natura fibre cement cladding panelsare to be applied to all elevations of thebuilding as the external finish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used in accordancewith Tegframe light gauge steel framingsystem.-Panels are to have rivet fixings back to thesecondary steel frame.-Fixings must be a minimum of 80mm from thecorner of each panel.-A minimum of an 8mm shadow gap must beleftbetween each panel to create the effect of asecret fixing system.-A mi9x and match of three coloured claddingpanels to be used throughout the building. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done to manufacturersspecifications.
3D Section 33
No. Description Date
-
Level 2
53900
Level 3
55900
5
GATPSD113
6
GATPSD113
2
GATPSD113
18mm Internal plywood finishVapour Barrier150mm Rigid Insulation
Steel sections @ 600mm c/cCurtain wall mullion connected back to Steel sectionsin the wall with a steel angle bracketVertical curtain wall mullion
Secondary structure steel column in background
Intermediate horizontal curtain wall mullion
12mm Cement particle board
Curtain wall mullion connected back to Steel sectionsin the wall with a steel angle bracket
Internal timber window cill
Flashing connected back to cement particle board100mm Tegral system steel frameBreather membrane40mm Vertical steel sections @ 600mm c/c8mm Shadow gap12mm Tegral Natura fibre cement cladding panels
20mm copper roof covering150mm rigid insulation38mm metal deckInsulated gutter supported bythe primary steel columnand beam belowLight gauge kingspan multibeampurlins @ 600mm c/cCopper bullnose covering to eavessupported by steels sections backto steel rafterThree layers of 6mm flexible plywoodto add support to the curveconnected back to the steel sections
Primary steel column and beam structureSteel C sections @ 600mm c/c3mm lead flashing connectedback to cement particle board18mm internal plywood finishVapour barrier150mm Rigid insulation12mm cement particle board100mm Tegral system steel frameBreather membraneVertical steel sections @ 600mm c/c12mm Tegral Nature fibre cement cladding panels8mm Shadow gap
Primary steel column shown inbackground
18mm Internal plywood finishVapour barrier
150mm Rigid insulation12mm cement particle board100mm Tegral systemsteel frameBreather membrane40mm Vertical steel sections @600mm c/c12mm Tegral Natura fibrecement cladding panels20mm Kalzip roof covering150mm Loose insulation tofit between Kalzip roof clipsVapour Barrier38mm metal deckingGlulam purlins on variablelength cleats to achieve curveFlashing fixed back to cementparticle boardBreather membrane continueddown over insulation to directwaterFlashing connected back toroof covering put in place todirect water into the gutterInsulated gutter supported onsteel section in the wall
Glulam rafter connected backto steel column with a joisthangerDouble layer 12mm tegralhydropanel internal finish
Primary steel column shown inbackground18mm Internal plywood finishVapour barrier150mm Rigid insulation12mm cement particle board
100mm Tegral systemsteel frameBreather membrane40mm Vertical steel sections @600mm c/c12mm Tegral Natura fibrecement cladding panels20mm Kalzip roof covering
150mm Loose insulation tofit between Kalzip roof clips
Vapour Barrier38mm metal decking
Glulam purlins on variablelength cleats to achieve curve
Flashing fixed back to cementparticle boardBreather membrane continueddown over insulation to directwaterFlashing connected back toroof covering put in place todirect water into the gutterInsulated gutter supported onsteel section in the wall
Glulam rafter connected backto steel column with a joisthanger
Double layer 12mm tegralhydropanel internal finish
20mm copper roof covering
150mm rigid insulation
38mm metal deck
Insulated gutter supported by the primarysteel column and beam below
Light gauge kingspan multibeampurlins @ 600mm c/c
Copper bullnose covering to eaves supportedby steels sections back to steel rafter
Three layers of 6mm flexible plywood to addsupport to the curve connected back to thesteel sections
Primary steel column and beam structure
Steel C sections @ 600mm c/c
3mm lead flashing connected back tocement particle board
18mm internal plywood finishVapour barrier150mm Rigid insulation12mm cement particle board100mm Tegral system steel frame
Breather membrane
Vertical steel sections @ 600mm c/c
12mm Tegral Nature fibre cement cladding panels
8mm Shadow gap
18mm Internal plywood finish
Vapour Barrier150mm Rigid Insulation
Steel sections @ 600mm c/c
Curtain wall mullion connected back to Steel sectionsin the wall with a steel angle bracket
Vertical curtain wall mullion
Secondary structure steel column in background
Intermediate horizontal curtain wall mullion
12mm Cement particle board
Curtain wall mullion connected back to Steel sectionsin the wall with a steel angle bracket
Internal timber window cill
Flashing connected back to cement particle board
100mm Tegral system steel frame
Breather membrane40mm Vertical steel sections @ 600mm c/c8mm Shadow gap
12mm Tegral Natura fibre cement cladding panels
BSc in Architectural TechnologyYear 3: 2010 - 2011
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Section Two Details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPSD113
1 : 20
Section 21
1 : 10
Edge gutter meeting cladding panels5
1 : 10
Copper roof meeting cladding detail6
1 : 10
Cladding meeting curtain walling detail2
3D Section 23
Tegral Natura fibrecement claddingpanels:
-Tegral Natura fibre cement claddingpanels are to be applied to all elevationsof the building as the external finish.-Cladding panels to be 12mm thick.-To be in compliance with EN 12467.-Cladding panels to be used inaccordance with Tegframe light gaugesteel framing system.-Panels are to have rivet fixings back tothe secondary steel frame.-Fixings must be a minimum of 80mmfrom thecorner of each panel.-A minimum of an 8mm shadow gapmust be leftbetween each panel to create the effect ofasecret fixing system.-A mi9x and match of three colouredcladding panels to be used throughout thebuilding. Tegral Natura White N191 Tegral Natura Yellow N683 Tegral Natura Blue N473-All works to be done to manufacturersspecifications.
Curtain Walling Specification:
Curtain Wall CW 50 Manufacturer: Reynaers Ltd Product reference: Curtain Wall CW
50 Standard/Curtain Wall CW 50-FP EW 30/Curtain Wall CW 50-FP EW 60
/Curtain Wall CW50- HL /Curtain Wall CW 50-RA
Internal framing member: Extrudedaluminium
- Finish: Anodized /Polyester powdercoated
- Colour:- Minimum film thickness:
External cover cap: Extrudedaluminium
- Finish: Anodized /Polyester powdercoated
- Colour:- Minimum film thickness:
Doors: Windows: Fixed light (CW50-FP)
/Glazed inwindows/Structural glazing- Configuration: Horizontal pivot
/Parallel opener/Side hung /Tilt and turn /Top hung
Glazing: Insulating glass units /Singleglazed panes
Glazing system: Dry glazed gasket Panel/ Facing type:
No. Description Date
-
1
G
Plywood internal finish
Vapour barrier
150mm rigid insulation
Breather membrane
Vertical and horizontal steelrails to support cladding system fixed backto cement particle board
12mm thick fibre cement cladding panels
Primary structure partially exposed 250mm x250mm glulam column
Rigid insulation to fill corner
Flashing connected back to the steel frame
8mm shadow gap to corner
Steel sections @ 600mm c/c
Steel C-sections @ 600mm c/c
Double layer 12mm hydropanel
102mm rigid insulation in betweenvertical steel c setions @ 600mm c/c
Rockwool insulation used in thiscase as a fire stop
Primary steel structure
Double layer 12mm hydropanel
102mm rigid insulation in betweenvertical steel c setions @ 600mm c/c
65mm precast concrete solid wallpanel connected back to primarysteel structure with steel brackets
100mm Tegral system steel frame
40mm steel sections @ 600mm c/c
Breather membrane
12mm fibre cement cladding panels
Double layer 12mm hydropanel
102mm rigid insulation in betweenvertical steel c setions @ 600mm c/c
65mm precast concrete solid wallpanel connected back to primarysteel structure with steel brackets
40mm steel sections @ 600mm c/c
Breather membrane
12mm fibre cement cladding panels
8
I
Double layer 12mm hydropanel
102mm rigid insulation in betweenvertical steel c setions @ 600mm c/c
Rockwool insulation used in thiscase as a fire stop
Primary steel structure
18mm internal plywood finish
150mm rigid insulation in betweenvertical steel sections @ 600mm c/c
12mm cement particle board
100mm Tegral systems steel frame
40mm steel sections @ 600mm c/c
Flashing to cover corner 8mm shadow gap
Breather membrane
12mm fibre cement cladding panel
Double layer 12mm hydropanel
102mm rigid insulation in betweenvertical steel c setions @ 600mm c/c
65mm precast concrete solid wallpanel connected back to primarysteel structure with steel brackets
40mm steel sections @ 600mm c/c
Breather membrane
12mm Fibre cement cladding panels
Vapour barrier
10
18mm Internal plywood finish
Vapour barrier
150mm rigid insulation in betweenvertical steel sections @ 600mm c/c
12mm Cement particl board
100mm Tegral system steel frame
40mm Steel sections @ 600mm c/c
Breather membrane
12mm Fibre cement cladding panels
102mm Rigid insulation in betweenvertical steel sections @ 600mm c/c
Double layer 12mm hydropanel
12mm Tegral Nature fibre cement cladding panels
40mm steel sections @ 600mm c/c
Breather membrane
100mm Tegral system steel frame
12mm Cement particle board
102mm Rigid insulation in betweenvertical steel c sections @ 600mm c/c
Vapour barrier
18mm internal plywood finish
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Wall details
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPWD114
1 : 5
Cladding panel corner detail1
1 : 5
Fire rated wall corner detail2
1 : 5
Fire rated wall meeting non fire rated wall3
1 : 5
Internal wall meeting external wall4
3D Corner detail5
Tegral Natura fibrecementcladding panels:
-Tegral Natura fibre cementcladding panels are to beapplied to all elevations of thebuilding as the external finish.-Cladding panels to be 12mmthick.-To be in compliance with EN12467.-Cladding panels to be used inaccordance with Tegframe lightgauge steel framing system.-Panels are to have rivet fixingsback to the secondary steelframe.-Fixings must be a minimum of80mm from thecorner of each panel.-A minimum of an 8mm shadowgap must be leftbetween each panel to createthe effect of asecret fixing system.-A mi9x and match of threecoloured cladding panels to beused throughout the building. Tegral Natura White N191 Tegral Natura Yellow
N683 Tegral Natura Blue N473-All works to be done tomanufacturers specifications.
No. Description Date
-
DN
UP
UP
UP
2500
2500
WC
Paded back rest
Hinged hand rail
Horizontal wall mounted handrail
Wash hand basin
Vertical wall mounted handrail
Long mirror to be installed
Towel rail at800mm minimumabove floor level
Tip up shower seat
Hinged wall mounted hand rail
Shower head with 2m house flex
Floor drain
Automatic hand dryer
Disposal bin
Horizontal pull rail
1500mm x 1500mmwheelchair turning space
11010mm x 2110mm single door
Lift shaft wall 200mmreinforced concrete
1570
2100
Lift car controls with tactile identificationshould be placed 1060mm above cab floor
1800mm x 1800mm minimum unobstructed wheelchair turning space
50mm handrail to be placed 900mm from the floor of the cab
Landing call buttons with tactile identification
1
956
900
1097
Digital screen showing level
Lift up and down call buttons
500
450
740
1509
1541
1735
250
515300
1400mm x 1800mm clear space infront of reception desk
885
1000
760
760
760 1
000
885
760
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
H
I
J
G
K
A
1200
Leisure Swimming Pool
Pool Store
Sauna
Steam Room
Plant Room
Reception Area
Squash Court Squash Court Squash Court
Disabled WC & shower room
1800mm x 1800mmclear space in front oflift
Competition Swimming Pool
1545
Showers
Changing stalls
423 mSports Hall
14
241 mChanging Village
15
Reception desk
Level Landing
Gently sloped access 1:20
Concrete paving Slabs
2692
20051921
2190
Disability Hoist
Main Entrance
Lift call button and screen showing level
Store roomFirstAid
Office
Gentle sloped acces route 1:20
9
GATPTGDMC115
Glazed door
Aluminium threshold
Surface drain
Concrete paving slabs
22
40
50
40 50
18Stainless steel handrail
10mm Dia stainless steel bar
Stainless steel plate
Bolted into wall
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Building Regulations Part M
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPTGDMC115
1 : 20
Disabled WC and shower room1
Disabled accessible unisex WC
-Sanitary facilities to be clearly identifiable.-Doors to be outward opening and to be fitted with a horizontalpull railfixed to the inside face and not project on to thecirculation route.- Alarm pull cords with two red bangles, one at 100mm, theother at 800mm - 1000mm above floor level.- Height of drop down hinged wall mounted rail to be 480mmabove ground level.- Height of vertical and horizontal hand rails to be 480mmabove floor level.- The tap on the hand wash basin to be positioned on theside closest to the WC.- A mirror is to be wall mounted just above the wash handbasin, with the base corresponding with the top of thewash hand basin.- To the lfet of the wash hand basin a horizontal grab rail is tobe put in place and to the right a vertical grab rail is to be putin place both at 480mm above floor level.- The height of the wash hand basin to be 780-800mm aboveground level to the rim.- Detachable shower head should have an adjustable rangeof between 1050 to 1850mm above floor level.- Height range for the shower controls to be 750mm to1000mm above floor level.- Towel rail to be installed at 800mm above floor level andmust not interupt wheelchair turning space.- Turning space of minimum 1500mm x 1500mm to beprovided to allow wheelchair user to turn with adequatespace.- Nothing is to interupt this turning space.
1 : 20
Lift shaft2
Lift shaft specification
-The lift is to comply with IS EN 81-1, IS EN 81-2, IS EN 81-70- Lift shaft to be constructed of 200mm reinforced cast in situconcrete.- A minimum of 1800mm x 1800mm unobstructed wheelchairturning space must be kept clear in front of lift.- Landing call buttons must be clearly identifiable, they mustbe placed between 900mm to 1200mm abovefloor level.- Sign showing storey must be clearly shown and positionedbetween 900mm to 1200mm above ground level.- The lift itself must be a minimum of 1400mm x 1100mm.- The doorway must have a clear ope of 800mm minimum.- Lift car controls must be clearly identifiable, placed aminimum of 500mm from the front of the cab and placeda minimum of 900mm to 1200mm from the floor of the cab.- the mirror is to be placed towards the back of the lift cab, thebottom edge of the mirror must be between900mm to 950mm from lift cab floor.- A handrail is to be placed 900mm above the cab floor, allaround the lift cab, this handrail is to be 50mm.
1 : 20
Lift shaft doorway3
1 : 20
Reception desk plan4
1 : 20
Reception desk front elevation5
1 : 20
Reception desk rear elevation6
Reception Desk
-Minimum of at leats 1200mm x 1800mm clear space to be left in front of the reception desk.-Minimum of 500mm knee recess required.The maximum height of the lower part of the counter to be no more than 760mm to allow wheelchair use.-Minimum 1800mm counter length on lower level.-Minimum working surface of 700mm.
1 : 250
Ground level Part M access7
1 : 20
Threshold detail8
1 : 5
Threshold9
1 : 2
Stairs handrail10
No. Description Date
-
DN
UP
Ground level
46700
First Floor Level
50300
Basement
-4400
7
4
GATPTGDKC116
6
GATPTGDKC116
7
GATPTGDKC116
5
GATPTGDKC116
7
A
11 12 13 14 15 16 17 18 2019
12345678910
Basement
-4400
900
Concrete stairs bolted down into screed
75mm Screed
Precast concrete 'Dryangle' floor tiles
Damp proof membrane
Reinforced concrete floor slab
50mm thick cement sand protective screed
30mm thick horizontal asphalt applied inthree coats over concrete base
100mm thick mass concrete base
50mm Sand blinding
200mm Hardcore
Steel rails recessed into step and secured
Steel rails 900mm high to comply withbuilding regulation K
7
150mm Hollowcore landing fixed back to precastconcrete solid wall with a chemical bolt fixing
75mm Screed
12mm Hydropanel board internal finish
103mm Rigid insulation
Primary steel column shown in background
65mm precast concrete solid wall panel
100mm Tegral system steel frame
Breather membrane
Vertical 40mm steel sections @ 600mm c/c
12mm Tegral Natura fibre cement cladding panels
169
250
Rise 169mm high
Going 2500mm wide
150mm Hollowcore floor slab as landing
Hollwcore landing fixed back to concrete stairs with steel angle bracket
75mm Screed
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Stairs Building Regulations Part K
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPTGDKC116
1 : 50
Stairs section1
3D stais section2
1 : 50
Stairs Plan3
1 : 10
Stairs ground connection4
1 : 10
Landing connection detail6
1 : 10
Handrail detail7
1 : 10
Hollowcore to stairs connection5
No. Description Date
-
UP
DN
UP
UP
UP
UP
UP
UP
Plant Room
1
2
3
4
5
6
7
8
9
10
11
12
13 14 15 16 17 18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
North Point
DD
32.2
m
DD 16.5m
DD
32.9
m
FD 60
FD 60
FD 60FD 60FD 60
One hour fire rated escape stair shaft
One hour fire rated lift shaft
One hour fire rated
One hour fire rated escape stairway
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
H
I
J
G
K
3250
6000
6000
2335
3665
6000
6000
6000
6000
12330 17965 2700
32995
70995
1200
Main Swimming Pool
Pool Store
FemaleToilets
Male Toilets
Reception
Sports Hall
North Point
66 mRoom
1
66 mRoom
2
67 mRoom
3
A
FD 60
FD 60
DD
41.5
m
DD
39.1
m
One hour fire ratedescape stairway
One hour fire rated
One hour fire rated
Compartmentation
FD 30
FD 60
One hour fire rated FD 60
One hour fire rated
One hour fire rated lift shaft
One hour fire ratedescape stairway
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
H
I
J
G
K6000 6000 6000 6000 6000 8000 12330 17965 2700
70995
3250
6000
6000
2335
3665
6000
6000
6000
6000
North Point
Gym Store
Plant Room
Gym Area
Fitness Reception
A
FD 60
FD 60
FD 60 FD 60
Void over sports hall Compartmentation
Compartmentation
Escape stairway
Escape stairway
Fire protected lift shaft
DD
29.5
m
One hour fire ratedOne hour fire rated
Legend
Exit
Fire door 60 minutes fire rated
Fire door 30 minutes fire rated
One hour fire rated construction
Compartmentation wallsSteel column
150mm hollowcore precast floor slab cut aroundcolumn
150mm rigid insulation fixed around column
75mm screed poured around column
Internal plywood finish, vapour barrier andrigid insulation between steel columns
Steel column
Rockwool insulation used in this case as afire stop connected back to screed with astainless steel angle bracket
Double layer 12mm hydropanel board
150
150
75
7
B
12mm thick fibre cement cladding panels
Vertical and horizontal steelrails to support cladding system fixedback to cement particle board
Breather membrane150mm rigid insulation
Vapour barrierInternal plywood finishInsulation to enclose primary structuresteel beam to prevent cold bridgingPrimary structure steel beam
Flashing fixed back to steel rails
Curtain walling box fixed back toglulam column with a steel angle bracket
Primary structure 250mm x 250mmglulam column
Double glazing
Cement particle board
Steel C-sections @ 600mm c/c
Steel sections @ 600mm c/c
12 152 150 18
40mm ventilated cavity
Rockwool fire stop insulation
8
C
Double layer 12mm hydropanel board
Primary structure steel column encased withrockwool fire stop insulation to stop thespread of fire through the storeys
Rockwool fire stop insulation
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
As indicated
Building Regulations Part B
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPTGDBC117
1 : 250
Basement Level.1
1 : 250
Ground level.2
1 : 250
First Floor Level.3
1 : 10
First Floor Fire stop4
1 : 10
Fire stopping at junction5
1 : 10
Fire Stopping around steel column6
No. Description Date
-
BSc in Architectural TechnologyYear 3: 2010 - 2011
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
Axonometric Views
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPAV118Basement Plan
1
Ground Level2
First Floor Plan3
Roof Plan4
No. Description Date
-
DN
UP
UP
UP
1 2 3 4 5 6 7 8 9 10
B
C
D
E
F
H
I
J
G
K
A
3250
6000
6000
2335
3665
6000
6000
6000
6000
12330 17965 2700
32995
70995
1200
Main Swimming Pool
Leisure Swimming Pool
Pool Store
Sauna
Steam Room
Plant Room
FemaleToilets
Male Toilets
Reception
Hall Storage
Squash Court Squash Court Squash Court
ChangingVillage
Sports Hall
North Point
Proposed position of the wood pellet boiler
Proposed position of curtain wall glazing to allownatural light and heat the internal space throughsolar gain. Proposed position of aircoolventilators on the top panel to the undersideof the roof
Proposed position of stackventilation to allow naturalventilation to occur withinthe changing rooms
Natural soar gain through a glazing wall this willin turn heat the space within, while also allowinga lot of natural light into the building, with proposedpassivent aircool ventilators which will allow naturalariflow into the building.
Proposed curtain walling to allownatural light into the space, withproposed passivent aircool ventilatorsto allow natural ventiltion into thesports hall
Proposedwood pelletboiler plantroom
Mechanicalplant room
Electricalplant room
Bioenergy
Biomass is created by taking all waste matter including deadplant and tree material, some manure, corn, wood and grass.This waste material is then most commonly turned into woodpellets for wood pellet burners.The wood pellets are thentransportedto the site and stored in the on-site storage systemsthat can be underground or stored in an external hopper. Theywill then be fed into the burner in the building to generate heat.
Proposed curtain walling to allow natural lightinto the space, with proposed passiventaircool ventilators to allow natural ventiltioninto the sports hall
Proposed roof lights to allow for natural light to enter the space while alsoallowing for heat gain through the sun
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Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
1 : 200
Sustainable building services
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPSS119
1 : 200
GL1
3D North-West2
3D Plant room section3
3D South-East4
Storage options forwood pellet boilersand its fuel supply
Leisure pool external glazing5
3D View 56
Passivent aircool ventilators:
can be integrated into any wall orcurtain walling system. they allownatural air to flow in and out withoutallowing rain to pass through.Ventilation airflow is continuouslyvariable by 24V modulating actuators.Ventilators can be controlled by Passiventsrange of thermostatic controls orprogrammable controllers,or linked to abuilding energy management system. I chosethis system as itcan be integrated into my curtainwalling system perfectly, they allow naturalventilation into the swimming pool area withoutcausing draughts or discomfort inside as theyare placed so high.
Stack Ventilation
The ventilation stack as shown on the plan highlighted in green in the changingroom areaextracts air from the ground floor level to the second floor level. the proposedventilation stack runs 1200mm above roof level. they are constructed of 300mm cast insitu concrete walls.
Stack ventilation uses temperature differences to move air. Hot air rises because it islower pressure. For this reason, it is sometimes called buoyancy ventilation.
Air goes into the stack vnetilator,as the air heats it rises, it is thenreleased at roof level where theprocess will start all ove again
No. Description Date
-
25m Swimming Pool
Leisure Swimming Pool
Changing Village
Sports HallViewing Area
Sauna
Steam Room
Plant Room
Escape Stairway
Squash Courts
Team Changing RoomsDraught lobby
Escape Stairway
Lift Shaft
Void Over Sports Hall
GYM Changing Rooms
Void over squash courts
Escape stairway
Gym Area
Plant room
Stair shaft
Stair shaft
Lift shaft
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Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
Internal Views
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPIV120
3D Ground Floor Plan1
3D First Floor Plan2
No. Description Date
-
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Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology CarlowBSc. in Architectural Technology
Year 3 2012-2013
Concept Design
3
Thesis Leisure Centre
01-05-2013
Edel Fox
Dan O' Sullivan, Noel Dunne &Allan Read
GATPCD121
3D View 131
I based the design of the roof over the mainbuilding on the leisure centre in RoscreaCounty Tipperary. I liked the simple curve,thats curves at the centre and gradually fallsto the edges of the building. I also liked themain entrance, as it is a wall of curtainglazing the entrance is easily identifiable,while also providing natural light into thefront entrance. I also liked the contrast ofthe whit walls against the glazing so i choseto use this same idea in my own project.
I based the design of my 25mswimming pool and leisurepool on the swimming pool atD.C.U. as shown in the picturesto the left and above. i liked theidea of having the glulambeams exposed to the undersideof the roof. I feel that theexposed timber adds texture andcharacter to the swimming pools.The timber also reflects thewater which adds depth to theroom.The exposed timber alsoadds a cosy eliment and they areessentially a main feature withinthe room.
I based the roof over the 25m swimming pooland the leisure pool roof on the Kilkennyleisure centre. I think the curved kalzip roofadds a diiferent element to the building. Itadds colour to the over all image. It also addscurves to the inside of the roof which can beused as a main feature within the rooms. Italso creates the effect of waves which goesperfectly within the swimming pool rooms. Thekalzip roof is also quick and easily installed.
No. Description Date