THESIS PROJECT NO :3

1. KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
1 : 1000
16/11/201712:24:41
Cover Sheet
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A100
Sheet List
Sheet Number Sheet Name Checked By Drawn By
Sheet No- A100 Cover Sheet NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A101 SITE PLAN NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A102 Basement plan NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A103 Ground Floor plan NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A104 First Floor Plan NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A105 building Section NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A106 building section 3D NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A107 Main Pool Wall Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A107A Main Swimming Pool Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A107B Model making DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A107C Exhibition Posters NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY Tej Raj Upreti
Sheet No- A107D Unnamed Checker Author
Sheet No- A108 Green wall Section NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A109 Entrance Theshold Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A110 Aluminium Cladding NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A110A Corner Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A110B Bacement Foundation & Ventilation NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A111 Gym Wall Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A112 Curtain Wall Details NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A113 SPORTS HALL WALL DETAIL NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A114 exhibition posters NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A115 Elevation NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A116 ELevation NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A117 DAC for Ground Floor NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A118 DAC & FAC for First Floor NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A119 DAC & FSC Bacement NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A120 FSC Ground Floor NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A121 Electrical M.E.P. Room layout NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A122 Plumbing MEP layout NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A123 Sustainable Service Strategy NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A124 Building Services NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A125 Structural Arrangement NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A126 Rear Entrance curtain Walling Detail NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
Sheet No- A127 3D Building NOEL DUNNE/ DAN O'SULLIVAN/MARK DUFFY TEJ RAJ UPRETI
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M', BS:9999.
All works to be passed by building Control officer inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s details
&design.
architect's Office for clarification.
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance. Structural design is
a provisional design and needs to be consulted with Structural
Engineer. All Steel reinforced and structural steel to comply with
engineers details, specs and design.
DEPARTMENT OF THE BUILT ENVIRONMENT
YEAR:3
PROJECT NO:3 (THESIS)
STUDENT NAME: TEJ RAJ UPRETI
STUDENT NO: C00184494
CARLOW LEISURE CENTRE
Building SectionBuilding 3D view
3D prespective view of Rear Entrance
3D prespective view of Main Swimming Pool
3D prespective view of Leisure Swimming Pool

2. North
Entrance
River Barrow
Existing Bridge
Existing Apartment
Existing Town hall
Cox's Lane
cox's lane
BarrowTrack
BarrowTrack
Carlow Town park
Rainwater harvesting tank
HH
H
H
MH1
MH2
MH3
MH5
fire assembly point
fire assembly point
GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760
8
---
Atrium Level
58997
Green Roof Level
54597
Sheet No- A114
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
As indicated
16/11/201712:26:58
SITE PLAN
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A101
1 : 500
Site Plan
1
Centaur St
Centaur St
Centaur ST
The orientation of the building
The orientation of building that I have chosen
to propose is directly north east as it optimise
the use passive heating and co0lling techniques
among with renewable technology. There is
more glazing area on the south east elevation
which will allow natural light and heat from the
sun. The buildings south elevation side has
an existing apartment so it needs to be
1 hour fire rated wall but south east side
I have put high performance triple glazed
curtain walling .
Site plan- Key Notes
Site is an existing mostly level car park with
the river barrow to the west ,vacant site to the
North and East and existing apartments to the south vehical
access to the site will be from the northalong the river barrow with
barrow track.pedestrain from Haymarket to the south
The building entrance : the main entrance of the building will be
located on the west side.the barrow track and Cox's lane trafic will be
manage with the use of road markings and clear signage.A site
planning permission notice will be placed at this entrance area.
padestrin walkway: the existing pedestrin walking will be change on
barrow track. the barrow track will be overhang from the main swimming
pool .new tress of hard wood will be planting on the north west sidethe
walkway will give access into the main entrance of the proposed leisure
centre.independent from vehicle approach route. newly installed street
lighting and park benches will be provided a moreaccessible walkway and
enhance exprience.
1 : 200
site Section A-A
2
General Design Notes:
All works to comply with all current, building
regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B',
TGD'M', BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to
engineer’s details &design.
architect's Office for clarification.
SITE MAP
Leisure Centre Construction
The building will have a steel frame with rain screen cladding and
Curtain walling .the roofs will be both flat and curved with zinc torch
on member and Green roof Finishes the basement will be of
reinforced concrete with the upper floors of precast concrete with a
structural screed. Internal partition will be metal framed with
plasterboard
Facings.
Existing Car Park
Existing Apartment on South
Existing Carlow town Park North west.
legend
Mains Water Supply line
Gas supply
MH
Manhole
ESB Supply Line
Site Boundry Line
H Water hydrant location
Fire Assembly Point
Existing Town hall and Car Park on South
Proposed Development
The Leisure and sport centre which consists of two swimming Pool,
Main Pool will be Training Purpose and another one will be leisere.
the building will have two separate changing facilities for both Gym
and Pool.There will be two squash court, A game room and cafe.there
is also Basement For carparking , there will be intensive Green roof ,
also there will be 3 Protected stairwells.
Area are as Follows
Basement:1330m2
Ground Floor :2400m2
First Floor :900m2
Location :Carlow Town,
Co. Carlow'
Ireland .
Location :Carlow Town,
Co. Carlow'
Ireland .

3. UP
A
B
C
D
E
F
G
H
I
2 3 4 5 6 7 8
9
10M
60006000600060006000
225060006000
1730
900
1430 1430
580
12245
10000
1133080006000600060006000
6100
1
2
3
4
5
6
7
8
9
10
11
12
13
14 15 16 17 18 19
20
22
23
24
25
26
27 28 29 30
2400
43 m²
459.2 SF
wood pellet boiler store37 m²
398.5 SF
Pool Store
22 m²
241.5 SF
Stair 2
1200 m²
12917.8 SF
Bacemet CAr park1430
6405
5780 6440
41575
48485
32887
24531
29595
41758
North 33 m²
352.6 SF
Main Stair
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural
Technology
Year 3 2016-2017
As indicated
16/11/201713:25:45
Basement plan
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A102
1 : 200
Basement Plan
1
Basement room Schedule
Number Name Area Level
1 wood pellet
boiler store
43 m² Basement Plan
2 Pool Store 37 m² Basement Plan
3 Stair 2 22 m² Basement Plan
4 Bacemet
CAr park
1200 m² Basement Plan
5 Main Stair 33 m² Basement Plan
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
Basement Door Schedule
DoorNumb
er Width Height Fire Rating Level
1810 2110 FD 30 Basement
Plan
1510 2110 Basement
Plan
1510 2110 Basement
Plan
1510 2110 Basement
Plan
1810 2110 FD 30 Basement
Plan
1510 2110 Basement
Plan
1
2
3
4
5
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance. Structural
design is
a provisional design and needs to be consulted with Structural
Engineer. All Steel reinforced and structural steel to comply
with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will be
advised to be used. Width - 225mm. Thickness - 65mm
Concrete Retaining Wall
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Glulam Structure:
Structural Engineer design to be followed with the Glulam structure.
The Steel shoes are to be designed to resist water corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore Slab.
Max Span 9m, Min 50mm bearing and 25mm Side bearing. All Gaps
filled with lean mix concrete before insulation install. All columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated on the Structure.
-200mm precast concrete hollocore floor slab with edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before insulation install. All
Primary columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated.
-150mm precast concrete floor slab with edge thickening and
steel reinforced.
-75mm Concrete Screed.
- Various Floor Finish.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening & steel
outside building.
-100mm sand blinding layer on compacted layers of suitable
hardcore 450mm.
Stairs:
this building will have 3 stair, Stair will be Precast
concrete stairs . Exposed board
panel finish on concrete with Lite yellow colour.
All doors 60 minute
fire rated with smoke seal & automatic
closer to all stairs, opening in direction of
escape. All stairs cores to have 1m²
automatic opening vent, with linked to fire
alarm.
All 3 stairs will be fire protected up to 60min
including any glazing incorporated into the
shaft design. Stairs No.1 will lead directly to
an external exit. Stairs No. 2will be from basement
and Stair no 3 will lead into a
protected corridor and to a rear Entrance connect
with ground floor to first floor only .
All stairs are in accordance with TGD M
1.2.4.1.2 - TGD L 1.1 - TGD B Part B1 (1.3).
Lift/ Lift Shaft:
Passenger lift.
3stops, Basement, Ground Floor, First Floor.
Max load - 2000KG (10 People)
Speed - 1m/s
Car Size - 2000mm - 1700mm, Height -
2400mm.
Entrance door 900mm x 2100mm, 2 panel
Center open.
Shaft Width - 2200 mm x 2000mm
Lift shaft 200mm cast insitu concrete with
board panel finish externally. Internal of shaft
to be coated with lite yellow paint and fitted with
emergency lighting.
Vent of 1.5m² located at top of shaft.
Basement Entrance/Exit Ramp:
6000mm wide vehicle ramp to be 100mm
compacted tarmac on 200mm
compacted hardcore substrate. Ramp
slope to be 1:8 . Head Clearance of 3200mm.
Two Way Traffic Lights operated system to
be applied.
Water channel at basement entrance &
exit to minimize water ingress,
Service Shaft:
Service shaft to be 2x12.5mmwith 60mm fire
resistant,
Gypsum Plasterbord construction, including all
access panels fitted with smoke seals at
access panels points.
Curtain Walling:
APA curtain walling system, TB50 SG
system which will also be used to support
structurally.
Double glazed Units incorporated. All
joints to be weathered using silicone seals.
Double glazed unit sizes - 1500mm x
1500mm.
Doors:
Internal -
Protected escape routes will be 60 minute resistance.
Doors will open in the direction of escape but not onto
an escape route as per TGD B2006 1.4.3.3. Escape route
doors will be fitted with an electromagnetic that will
allow doors to close in the event of fire.
60 minute fire doors will be installed to all stair cores,
store rooms and where needed.
Fire doors will have a vision panel to comply with TGD M
Diagram 10. Intrumescent strips, smoke seals. Doors
automatic closer's will be fitted to all fire doors.
External -
The main entrance had a lobby entrance with electronic
Slidding doors. There are activated by a sensory system. The
clear width of the opening will be 2000mm and a height
of 3000mm. The Doors will meet the requirement set out
in TGD M 1.2.
Structural Glazing:
There will be Structural glazing between Cafe and Leisure Pool
Comply With TGD 'B'
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the building as each
zone has different requirements (fire) and uses. The basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard, 100mm Steel Stud
Swimming Pool:
Design guidance for the swimming pool
area design and construction is taken from
the metric handbook and various Sports
England Documents. Both swimming Pools share the
same filtration system but share separate
heating systems. There will be a store for pool
equipment in the area and the lane ropes
will be kept at the return end of the pool in
the service corridor. Lighting in pool in
accordance with Sport England Artificial
Sports Lights.
The main pools will have a "Poolpod" Lift
installed to facilitate wheelchair users and leisure
pool will have step on it .
(going up and down)
Main Pool - 25000mm x 14000mm, 6
Lane Pool. Side Lanes Kept as Margin.Pool
Marking in accordance with Metric HandBook
Standards following 25m Pools General
Guidance. Shallow 1200mm - Mid 1800mm -
Deep 2000mm. Tank Colour - Blue .
Leisure Pool - 1000mm Sloping to 1400mm.
Stepped Access point using 300mm Treads
accompanied with hand rail in accordance
with TGD L at the shallowest area and the
pool slopes the width. Tank Colour -Blue

4. UP
UP
DN
DN
UP
A
B
C
D
E
F
G
H
I
J
1 2 3 4 5 6 7 8
9
10
60006000
K
6000 6000 6000 6000 6000
8000 11330 22245
580
600060006000
600060002250
32506000
600060006000
2591
404 m²
4351.6 SF
Sports Hall
12 m²
125.0 SF
Store Hall Store
18 m²
197.2 SF
Male Changing
19 m²
200.8 SF
Female Changing
24 m²
258.9 SF
Female changing
26 m²
282.8 SF
Male Changing
wc wc
Cafe
Reception
area
23903
17087
1907
892892
17081692
3376
4786
2734
2499
2457
5875
11514
7838
5830
6842
5621
3827
26802635
30972
16697
19787
2185
1730
1730
5230
4633
4546
5013
M
2185
1430
1430
1275
1690
840
1730
1730
2008
940
1430 1430
940
940
940
933
840
1763
1730 1730 1730
1536
1422
2850
8536
1999
1999
1999
1730
1830
1339
900
1780
835
1430
1900
1241
24690
13785
1038
940
67 m²
721.2 SF
Squash Court
67 m²
721.2 SF
Squash Court
68 m²
729.3 SF
Squash Court
14 m²
153.0 SF
First Aid
6 m²
66.4 SF
Store Room
13 m²
140.0 SF
Office
307 m²
3309.2 SF
Leisure Pool
340 m²
3663.5 SF
Main Pool
38 m²
406.2 SF
Pool Store
10 m²
104.3 SF
Sauna Room
10 m²
106.1 SF
Steam Room
45 m²
483.3 SF
Plant Room
57 m²
617.6 SF
Changing Village
23 m²
247.5 SF
Female Toilts
22 m²
236.3 SF
Male Toilets
1200
North
30 m²
325.7 SF
Lobby
26 m²
281.2 SF
Stair2
1810
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural
Technology
Year 3 2016-2017
As indicated
16/11/201713:26:27
Ground Floor plan
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A103
1 : 200
GFL
1
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance. Structural
design is
a provisional design and needs to be consulted with Structural
Engineer. All Steel reinforced and structural steel to comply
with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will be
advised to be used. Width - 225mm. Thickness - 65mm
Concrete Retaining Wall
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Ground Floor Room Schedule
Numb
er Name Area Level
1 Room 60 m² GFL
2 Disabled Toilet 5 m² GFL
3 Disabled Toilet 5 m² GFL
4 Sports Hall 404 m² GFL
5 Store Hall Store 12 m² GFL
6 Male Changing 18 m² GFL
7 Female Changing 19 m² GFL
8 Female changing 24 m² GFL
9 Male Changing 26 m² GFL
10 Squash Court 67 m² GFL
11 Squash Court 67 m² GFL
12 Squash Court 68 m² GFL
13 First Aid 14 m² GFL
14 Store Room 6 m² GFL
16 Office 13 m² GFL
17 Leisure Pool 307 m² GFL
18 Main Pool 340 m² GFL
19 Pool Store 38 m² GFL
20 Sauna Room 10 m² GFL
21 Steam Room 10 m² GFL
22 Plant Room 45 m² GFL
23 Changing Village 57 m² GFL
24 Female Toilts 23 m² GFL
25 Male Toilets 22 m² GFL
26 Lobby 30 m² GFL
27 Stair2 26 m² GFL
Ground Floor Door Schedule
Mark Width Height Fire Rating Level
GFL
1 1810 2110 FD 30 GFL
2 1810 2110 FD 30 GFL
3 1810 2110 FD 30 GFL
4 1810 2110 FD 30 GFL
5 1010 2110 GFL
6 1010 2110 GFL
7 1810 2110 FD 30 GFL
8 1810 2110 FD 30 GFL
9 1010 2110 GFL
10 1010 2110 GFL
11 1810 2110 FD 30 GFL
12 1810 2110 FD 30 GFL
13 1810 2110 FD 30 GFL
14 1510 2110 GFL
15 1510 2110 GFL
16 1510 2110 GFL
17 1810 2110 FD 30 GFL
18 910 2110 GFL
19 1510 2110 GFL
20 910 2110 GFL
21 1010 2110 GFL
22 1010 2110 GFL
23 1010 2110 GFL
24 1010 2110 GFL
25 1510 2110 GFL
26 1510 2110 GFL
27 910 2110 GFL
28 910 2110 GFL
29 910 2110 GFL
30 910 2110 GFL
31 1010 2110 GFL
32 1010 2110 GFL
34 1810 2110 FD 30 GFL
35 1810 2110 FD 30 GFL
36 910 2110 GFL
37 910 2110 GFL
Grand total: 48
Glulam Structure:
Structural Engineer design to be followed with the Glulam structure.
The Steel shoes are to be designed to resist water corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore Slab.
Max Span 9m, Min 50mm bearing and 25mm Side bearing. All Gaps
filled with lean mix concrete before insulation install. All columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated on the Structure.
-200mm precast concrete hollocore floor slab with edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before insulation install. All
Primary columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated.
-150mm precast concrete floor slab with edge thickening and
steel reinforced.
-75mm Concrete Screed.
- Various Floor Finish.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening & steel
outside building.
-100mm sand blinding layer on compacted layers of suitable
hardcore 450mm.
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
Swimming Pool:
Design guidance for the swimming pool
area design and construction is taken from
the metric handbook and various Sports
England Documents. Both swimming Pools share the
same filtration system but share separate
heating systems. There will be a store for pool
equipment in the area and the lane ropes
will be kept at the return end of the pool in
the service corridor. Lighting in pool in
accordance with Sport England Artificial
Sports Lights.
The main pools will have a "Poolpod" Lift
installed to facilitate wheelchair users and leisure
pool will have step on it .
(going up and down)
Main Pool - 25000mm x 14000mm, 6
Lane Pool. Side Lanes Kept as Margin.Pool
Marking in accordance with Metric HandBook
Standards following 25m Pools General
Guidance. Shallow 1200mm - Mid 1800mm -
Deep 2000mm. Tank Colour - Blue .
Leisure Pool - 1000mm Sloping to 1400mm.
Stepped Access point using 300mm Treads
accompanied with hand rail in accordance
with TGD L at the shallowest area and the
pool slopes the width. Tank Colour -Blue
Stairs:
this building will have 3 stair, Stair will be Precast
concrete stairs . Exposed board
panel finish on concrete with Lite yellow colour.
All doors 60 minute
fire rated with smoke seal & automatic
closer to all stairs, opening in direction of
escape. All stairs cores to have 1m²
automatic opening vent, with linked to fire
alarm.
All 3 stairs will be fire protected up to 60min
including any glazing incorporated into the
shaft design. Stairs No.1 will lead directly to
an external exit. Stairs No. 2will be from basement
and Stair no 3 will lead into a
protected corridor and to a rear Entrance connect
with ground floor to first floor only .
All stairs are in accordance with TGD M
1.2.4.1.2 - TGD L 1.1 - TGD B Part B1 (1.3).
Lift/ Lift Shaft:
Passenger lift.
3stops, Basement, Ground Floor, First Floor.
Max load - 2000KG (10 People)
Speed - 1m/s
Car Size - 2000mm - 1700mm, Height -
2400mm.
Entrance door 900mm x 2100mm, 2 panel
Center open.
Shaft Width - 2200 mm x 2000mm
Lift shaft 200mm cast insitu concrete with
board panel finish externally. Internal of shaft
to be coated with lite yellow paint and fitted with
emergency lighting.
Vent of 1.5m² located at top of shaft.
Basement Entrance/Exit Ramp:
6000mm wide vehicle ramp to be 100mm
compacted tarmac on 200mm
compacted hardcore substrate. Ramp
slope to be 1:8 . Head Clearance of 3200mm.
Two Way Traffic Lights operated system to
be applied.
Water channel at basement entrance &
exit to minimize water ingress,
Service Shaft:
Service shaft to be 2x12.5mmwith 60mm fire
resistant,
Gypsum Plasterbord construction, including all
access panels fitted with smoke seals at
access panels points.
Curtain Walling:
APA curtain walling system, TB50 SG
system which will also be used to support
structurally.
Double glazed Units incorporated. All
joints to be weathered using silicone seals.
Double glazed unit sizes - 1500mm x
1500mm.
Doors:
Internal -
Protected escape routes will be 60 minute resistance.
Doors will open in the direction of escape but not onto
an escape route as per TGD B2006 1.4.3.3. Escape route
doors will be fitted with an electromagnetic that will
allow doors to close in the event of fire.
60 minute fire doors will be installed to all stair cores,
store rooms and where needed.
Fire doors will have a vision panel to comply with TGD M
Diagram 10. Intrumescent strips, smoke seals. Doors
automatic closer's will be fitted to all fire doors.
External -
The main entrance had a lobby entrance with electronic
Slidding doors. There are activated by a sensory system. The
clear width of the opening will be 2000mm and a height
of 3000mm. The Doors will meet the requirement set out
in TGD M 1.2.
Structural Glazing:
There will be Structural glazing between Cafe and Leisure Pool
Comply With TGD 'B'
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the building as each
zone has different requirements (fire) and uses. The basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard, 100mm Steel Stud
Squash Court Guideline
3D prespective view of Rear Entrance
3D prespective view of Main Swimming Pool
Note :GFL=Ground Floor Level

5. DN
DN
A
B
C
D
E
F
G
H
I
J
1 2 3 4 5 6 7 8
9
10
K
First
AidRoom
VOID OVER
SQUASH COURT
VOID OVER
SPORTS HALL
LEISURE POOL
ROOF
VOID OVER
SWIMMING POOL
M
6000 6000 6000 6000 6000
8000 11330
10000 12245
580
325060006000600022506000
6000600060006000
5946
12647
1443
1470
3893
1430
7361
7932
2515
5874
1278
1730
1730
900
840 840
2926
1425
940840
1489
1430
2528
North
57 m²
613.3 SF
GYM STORE
74 m²
797.5 SF
PLANT ROOM
26 m²
281.2 SF
STAIR 2
295 m²
3173.6 SF
GYM AREA
6 m²
67.6 SF
Room
13 m²
138.1 SF
OFFICE
105 m²
1131.3 SF
RECEPTION AREA
5 m²
58.0 SF
STAFF WC 6 m²
68.1 SF
D.WC
25 m²
269.0 SF
Female changig Room
19 m²
200.8 SF
Male Changing Room
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural
Technology
Year 3 2016-2017
As indicated
16/11/201712:35:24
First Floor Plan
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A104
1 : 200
FFL
2
First Floor Door Schedule
Mark Width Height Fire Rating Level
1 1510 2110 FFL
2 1510 2110 FFL
3 1010 2110 FFL
4 910 2110 FFL
5 910 2110 FFL
6 910 2110 FFL
7 910 2110 FFL
8 1510 2110 FFL
9 1510 2110 FFL
10 1810 2110 FD 30 FFL
11 1510 2110 FFL
12 1810 2110 FD 30 FFL
First Floor Room Schedule
Number Name Area Level
1 GYM STORE 57 m² FFL
2 PLANT ROOM 74 m² FFL
3 STAIR 2 26 m² FFL
4 GYM AREA 295 m² FFL
5 Room 6 m² FFL
6 OFFICE 13 m² FFL
7 RECEPTION AREA 105 m² FFL
8 STAFF WC 5 m² FFL
9 D.WC 6 m² FFL
10 Female changig
Room
25 m² FFL
11 Male Changing
Room
19 m² FFL
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
The R-Tile range of gym interlocking floor tiles are
the perfect flooring solution for any fitness centre or
home gym. Combining a professional finish in 10
bright and vibrant colours with an anti-slip surface
that is both warm and soft to walk on
The R-Tile 7mm floor tile has been designed to cope
with the pressures of heavy gym equipment and is
impact resistant to cope with heavy drop weights
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance. Structural
design is
a provisional design and needs to be consulted with Structural
Engineer. All Steel reinforced and structural steel to comply
with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will be
advised to be used. Width - 225mm. Thickness - 65mm
Concrete Retaining Wall
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Glulam Structure:
Structural Engineer design to be followed with the Glulam structure.
The Steel shoes are to be designed to resist water corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore Slab.
Max Span 9m, Min 50mm bearing and 25mm Side bearing. All Gaps
filled with lean mix concrete before insulation install. All columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated on the Structure.
-200mm precast concrete hollocore floor slab with edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before insulation install. All
Primary columns
wrapped in compressible insulation layer to meet screed height.
Movement joints also to be accommodated.
-150mm precast concrete floor slab with edge thickening and
steel reinforced.
-75mm Concrete Screed.
- Various Floor Finish.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening & steel
outside building.
-100mm sand blinding layer on compacted layers of suitable
hardcore 450mm.
Stairs:
this building will have 3 stair, Stair will be Precast
concrete stairs . Exposed board
panel finish on concrete with Lite yellow colour.
All doors 60 minute
fire rated with smoke seal & automatic
closer to all stairs, opening in direction of
escape. All stairs cores to have 1m²
automatic opening vent, with linked to fire
alarm.
All 3 stairs will be fire protected up to 60min
including any glazing incorporated into the
shaft design. Stairs No.1 will lead directly to
an external exit. Stairs No. 2will be from basement
and Stair no 3 will lead into a
protected corridor and to a rear Entrance connect
with ground floor to first floor only .
All stairs are in accordance with TGD M
1.2.4.1.2 - TGD L 1.1 - TGD B Part B1 (1.3).
Lift/ Lift Shaft:
Passenger lift.
3stops, Basement, Ground Floor, First Floor.
Max load - 2000KG (10 People)
Speed - 1m/s
Car Size - 2000mm - 1700mm, Height -
2400mm.
Entrance door 900mm x 2100mm, 2 panel
Center open.
Shaft Width - 2200 mm x 2000mm
Lift shaft 200mm cast insitu concrete with
board panel finish externally. Internal of shaft
to be coated with lite yellow paint and fitted with
emergency lighting.
Vent of 1.5m² located at top of shaft.
Basement Entrance/Exit Ramp:
6000mm wide vehicle ramp to be 100mm
compacted tarmac on 200mm
compacted hardcore substrate. Ramp
slope to be 1:8 . Head Clearance of 3200mm.
Two Way Traffic Lights operated system to
be applied.
Water channel at basement entrance &
exit to minimize water ingress,
Service Shaft:
Service shaft to be 2x12.5mmwith 60mm fire
resistant,
Gypsum Plasterbord construction, including all
access panels fitted with smoke seals at
access panels points.
Curtain Walling:
APA curtain walling system, TB50 SG
system which will also be used to support
structurally.
Double glazed Units incorporated. All
joints to be weathered using silicone seals.
Double glazed unit sizes - 1500mm x
1500mm.
Doors:
Internal -
Protected escape routes will be 60 minute resistance.
Doors will open in the direction of escape but not onto
an escape route as per TGD B2006 1.4.3.3. Escape route
doors will be fitted with an electromagnetic that will
allow doors to close in the event of fire.
60 minute fire doors will be installed to all stair cores,
store rooms and where needed.
Fire doors will have a vision panel to comply with TGD M
Diagram 10. Intrumescent strips, smoke seals. Doors
automatic closer's will be fitted to all fire doors.
External -
The main entrance had a lobby entrance with electronic
Slidding doors. There are activated by a sensory system. The
clear width of the opening will be 2000mm and a height
of 3000mm. The Doors will meet the requirement set out
in TGD M 1.2.
Structural Glazing:
There will be Structural glazing between Cafe and Leisure Pool
Comply With TGD 'B'
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the building as each
zone has different requirements (fire) and uses. The basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard, 100mm Steel Stud
Swimming Pool:
Design guidance for the swimming pool
area design and construction is taken from
the metric handbook and various Sports
England Documents. Both swimming Pools share the
same filtration system but share separate
heating systems. There will be a store for pool
equipment in the area and the lane ropes
will be kept at the return end of the pool in
the service corridor. Lighting in pool in
accordance with Sport England Artificial
Sports Lights.
The main pools will have a "Poolpod" Lift
installed to facilitate wheelchair users and leisure
pool will have step on it .
(going up and down)
Main Pool - 25000mm x 14000mm, 6
Lane Pool. Side Lanes Kept as Margin.Pool
Marking in accordance with Metric HandBook
Standards following 25m Pools General
Guidance. Shallow 1200mm - Mid 1800mm -
Deep 2000mm. Tank Colour - Blue .
Leisure Pool - 1000mm Sloping to 1400mm.
Stepped Access point using 300mm Treads
accompanied with hand rail in accordance
with TGD L at the shallowest area and the
pool slopes the width. Tank Colour -Blue
3D prespective view of Rear Atrium
3D prespective view of Gym

6. GFL
47000
FFL
51500
Sport hall Roof level
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Roof
59760
4500
45203740
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760
Atrium Level
58997
Green Roof Level
54597
Basement
Gym hall
reception area
reception area
Entrance
Green Roof
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
As indicated
15/11/201713:26:09
exhibition posters
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A114
1 : 200
West Elevation
1 1 : 200
East Elevation
2
1 : 200
North Elevation
3
1 : 200
South Elevation
4
GSKY green wall panel
Spec: green wall planting will be native to ireland or Irish
weather .
Fixing :propriety hidden fix bracket to horizantal rail.
APA curtain walling systm
Spec: APA curtain walling systm box
150x70mm fitted with pressure plate with 24mm
double glazing curtain wall with U-value 1.00W/m2 k
and fixed with structural column,
STONE LITE RAINSCREEN PANEL
Spec: 8 mm stone vineer + backing 20 mm
honeycomb structure
Fixing :propriety hidden fix bracket to horizantal rail.
NORTH CLAD ALUMINIUM RAINSCREEN
PANEL
Spec:3mm Aluminium composite panels 400mm
X600mm Or 400mmx800mm lightweight cladding
panels ideal for external facades
Fixing :propriety hidden fix bracket to horizantal rail.
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
1 : 200
SECTION B-B
5
B
B
3D prespective view of Rear Entrance
3D prespective view of Main Swimming Pool
3D prespective view of Section C-C
3D prespective view of `Section A-A
changing room
changing room
STONE LITE RAINSCREEN PANEL
STONE LITE RAINSCREEN PANEL
APA curtain windows systm

7. Basement Car Park
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
1 : 1000
15/11/201713:30:10
building section 3D
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A106
leisure centre 3D
4
A
B
Precast concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply
with Engineers Details, Specs and Design.
Fixing: Poured on top of insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
APA curtain walling systm
Spec: APA curtain walling systm box
150x70mm fitted with pressure plate with 24mm
double glazing curtain wall with U-value 1.00W/m2 k
and fixed with structural column,
Fixing :fixed to circular steel hollow section
Aluminium slidding door
Torch on membrane finish flat roof
intensive Green roof
North clad Aluminium cladding
APA curtain walling systm
Spec: APA curtain walling systm box
150x70mm fitted with pressure plate with 24mm
double glazing curtain wall with U-value 1.00W/m2 k
and fixed with structural column,
STONE LITE RAINSCREEN PANEL
Spec: 8 mm stone vineer + backing 20 mm
honeycomb structure
3D Building Section
1
Building Long Section 3D
2
GSKY green wall panel
Spec: green wall planting will be native
to ireland or Irish weather .
Fixing :propriety hidden fix bracket
to horizantal rail.
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
Existing Bridge
River Barrow
Basement Car Park
Main Swimming Pool
sports hall
plant room
Gym
Changing room
Leisure Pool
intensive Green roof
plant room
Basement Car Park
Changing room
Gym
Gym
Changing room
3D prespective view of Leisure Swimming Pool
3D prespective view of Rear Entrance
3D prespective view North Elevation3D prespective view of West Elevation
3D prespective view of Section C-C3D prespective view of `Section A-A
A
B
Ambulant disabled Stair
Cafe Area
plant room
plant room
Atrium
Atrium
Atrium
1400x2200mm Fire Escape Door
Torch on membrane finish flat roof
Torch on membrane finish flat roof
intensive Green roof

8. GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760
Basement
Sport hall
reception area
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760Atrium Level
58997
Green Roof Level
54597
40004000
8380
KEY PLAN
N
GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
Sport hall Roof level
56020
Basement Plan
43700
Roof
59760Atrium Level
58997
Green Roof Level
54597
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
As indicated
16/11/201712:38:55
building Section
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A105
1 : 200
Section C_C
1
1 : 200
Section A_A
3
c
c
A A
Roof light
Precast concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design.
APA curtain walling systm
Spec: APA curtain walling systm box
150x70mm fitted with pressure plate with 24mm
double glazing curtain wall with U-value 1.00W/m2 k
and fixed with structural column,
Torch on membrane finish flat roof
STONE LITE RAINSCREEN PANEL
Spec: 8 mm stone vineer + backing
20 mm honeycomb structure
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Green roof
roof light
Green roof
North Aluminium cladding
Structurel glass between
cafe and leisure pool
basement
sports hall
gym
APA curtain walling systm
Spec: APA curtain walling systm box
150x70mm fitted with pressure plate with 24mm
double glazing curtain wall with U-value 1.00W/m2 k
and fixed with structural column,
Fixing :fixed to circular steel hollow section
Main swimming Pool
1 : 200
Section D-D
2
1 : 200
Section B-B
4
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
Basement
changing room sport hall
Gym
store
leisure pool
3D prespective view of Leisure Swimming Pool
3D prespective view of Rear Entrance
3D prespective view North Elevation3D prespective view of West Elevation
3D prespective view of Section C-C
3D prespective view of `Section A-A
Leisure Pool

9. 598
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply with
Engineers Details, Specs and Design.
Fixing: Poured ontop of insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design.
PIR Rigid Insulation
Spec:80mm Thickness. Thermal
Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical
.
To aid in the elimination of thermal
bridge.
90x 40 mm cold rolled Horizontal Steel
Floor Channel to Provide A Service
Zone.
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
ROCKWOOLINSULATION
ACTINGASFIRESTOP
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
PIR Rigid Insulation
Spec:50mm Thickness. Thermal
Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical
.To aid in the elimination of thermal
bridge.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
98151200
598
Fixing: Proprietary Hidden Fix
System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING
WITH
BLUE COLOUR FINISH.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement
Particle Board. Taped at Joints and
where needed.Airtight and Water
Resistance.
Fixing: To be extended to wrap up
and around parapet.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of
insulation.
PIR Rigid Insulation
Spec:60mm Thickness. Thermal
Conductivity of 0.021 W/mK, Class
"O" Fire Rating.
Fixing: Layed on top of cement
partical .To aid in the elimination of
thermal bridge.
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply
with Engineers Details, Specs and Design.
Fixing: Poured on top of insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along Top of
insulation.
Steel Up Stand:
Spec: Width 200mm. Up Stand Height
200mm.
Laterally Supported by 200x500mm
Multichannel.
Fixing: To Structural Column Below.
To Comply with Engineers Details,
Specs and Design
North Clad composite panel
Spec: 4mm composite metal panel
Fixing :Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Bauder Proof Heavy Duty bituminous membrane
Adherd to rigid insulation with 120 mm overlap at seam.
Structural hollow Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m
Fixing: Connection to Structural Column
Engineers Connection Detail.
To Comply with Engineers Details, Specs
and Design.
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
PIR Rigid Insulation
Spec:120mm Thickness. Thermal Conductivity
of 0.021 W/mK, .
Fixing: Layed on top of Purling. Extend
to meet externally insulation. To aid in the
elimination of thermal bridge.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of roof
insulation.
75 60 15 228 100 15
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height.
Galvanised for
resistance.
Fixing: Secured to primary steel structure.
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
15/11/201713:37:39
Exhibition Posters
3
28/02/2017
Tej Raj Upreti
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A107C
1 : 20
Green roof Dtail
1
1 : 10
Aluminium Cladding FFL
2
1 : 10
aluminium cladding on GFL
3
1 : 10
Aluminium Cladding on Roof
4
Roof Detail From Manual work Book
Roof Detail From Revit 2D
Roof Detail From Model making
shiphonic Roof Drain Gutter Outlet
Flashing Cap
Spec: Aluminium parapet capping , turned
up at ends to hinder water penetration.
Fixing: Secured to 15 mm WBP plywood
Gypsum active air Suspended Ceiling tile 600x600
suspended with Aluminium teacks and hanging
with steel wire suspended from Steel Beam
Pressed Aluminium Flashing
Pressed Aluminium Flashing
Gypsum active air Suspended Ceiling tile 600x600
suspended with Aluminium teacks and hanging
with steel wire suspended from Steel Beam
Structural Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m - 67
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Xtra therm P.I.R rigid insulation
150 mm thermal cunductivity =0.021 w/mk
layed on hollowcore slab
Waterproof Membrane
To run up to the ground floor level.
Fixing: Bonded to concrete Pile
Retaining Wall.
Basement internal concrete blockwork
P.I.R rigid insulation (for Sound )
layed on top of hollowcore slab
Marmoleum 4mm floor finish fixed with
adhesive to screed substrate
Marmoleum 4mm floor finish fixed with
adhesive to screed substrate
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING
WITH
BLUE COLOUR FINISH.
Structural Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m - 67
Fixing: Connection to Structural Column
Engineers
Connection Detail.
To Comply with Engineers Details, Specs and
Design.
Stone cladding mechanically fix with
basement Concrete wall
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance.
Structural design is
a provisional design and needs to be consulted with
Structural
Engineer. All Steel reinforced and structural steel to
comply with
engineers details, specs and design.
General Design Notes:
All works to comply with all current, building
regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B',
TGD'M', BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to
engineer’s details &design.
architect's Office for clarification.
3D prespective view of West Elevation

10. 1250
600
498
596
2937486015227901515
insect mesh
491
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
16/11/201712:40:22
Main Pool Wall Detail
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A107
1 : 10
stone lite cladding for main Pool
1
1 : 10
curtain windows detail for main Pool
2
1 : 10
Aluminium Roof Detail for Main Pool
3
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow
Section
Glulam columns
Spec : 356x178 mm Glulam columns
Fixing :Concrete wall bellow with holding
down cast in to secure steel columns
To Comply with Engineers Details, Specs and
Design.
Glulam Beam
Spec : 356x178 mm Glulam Beam
Fixing :Concrete wall bellow with holding
down cast in to secure Glulam columns To
Comply with Engineers Details, Specs and
Design.
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation.
PIR Rigid Insulation
Spec:60mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam
Aluminium Flashing
Spec: Aluminium Flashing connect with
curtain box , turned
up at ends to hinder water penetration.
Fixing: Secured to Curtain Walling
Cold Rolled Steel Multichannel
Spec: 225mm Width x 75mm
Height. Galvanised for resistance.
Fixing: Secured to primary steel
structure.
Stone lite RainScreen Panel
spec: 10 mm stone veneer with
20 mm aluminium honeycomb
structure.
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH
Vapour Barrier
Spec: Fire Rated
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of
insulation.
semi Circle Shaped Plywood secured to
multichanel beam to provide fixing for Curved
bullnose construction.
Zinc Standing SEam roof continuously
support
PIR Rigid Insulation
Spec:120mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
Aluminium Flashing
Spec: Aluminium Flashing connect with
curtain box , turned
up at ends to hinder water penetration.
Fixing: Secured to Curtain Walling
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply with
Engineers Details, Specs and Design.
Fixing: Poured ontop of insulation.
Waterproof Membrane
To run up to the ground floor level.
Fixing: Bonded to concrete Pile
Retaining Wall.
Sleep Resistant Ceramic tile
Spec.25mm of sleep rersistant ceramic tile will be
fix with top of the Structural screed .To Comply with
Engineers Details, Specs and Design.
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow
Section
Vapour Barrier
Spec: Fire Rated
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of
insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Cold Rolled Steel Multichannel
Spec: 225mm Width x 75mm
Height. Galvanised for resistance.
Fixing: Secured to primary steel
structure.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam
shiphonic roof Drain Gutter OUtlet
with Debris and dust Grile to
prevent intake of dirt .
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance.
Structural design is
a provisional design and needs to be consulted with
Structural
Engineer. All Steel reinforced and structural steel to
comply with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel
will be
advised to be used. Width - 225mm. Thickness -
65mm
Concrete Retaining Wall
450mm thickness, retaining wall acting as support
for concrete
beams with holding down bolts cast in to secure
steel columns above.
Glulam Structure:
Structural Engineer design to be followed with the
Glulam structure.
The Steel shoes are to be designed to resist water
corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore
Slab.
Max Span 9m, Min 50mm bearing and 25mm Side
bearing. All Gaps
filled with lean mix concrete before insulation install.
All columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated on the
Structure.
-200mm precast concrete hollocore floor slab with
edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore
Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before
insulation install. All Primary columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated.
-150mm precast concrete floor slab with edge
thickening and
steel reinforced.
-75mm Concrete Screed.
- Various Floor Finish.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening &
steel
outside building.
-100mm sand blinding layer on compacted layers of
suitable
hardcore 450mm.
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the
building as each
zone has different requirements (fire) and uses. The
basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard,
100mm Steel Stud
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
Glulam Column
Structural column
Stainless steel plate
3D Prespective view of Swimming Pool
Swimming Pool
capillary Breaking joint filler
water level
Watertight Concrete
Bonded water proofing
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Glulam Column
Glulam Beam

11. Structural Steel Beams
Spec: Serial Size -254mm x 146mm. Kg/m - 37
Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design.
Flashing Cap
Spec: Aluminium parapet capping , turned
up at ends to hinder water penetration.
Fixing: Secured to 15 mm WMD plywood
PIR Rigid Insulation
Spec:120mm Thickness. Thermal Conductivity
of 0.021 W/mK, .
Fixing: Layed on top of Purling. Extend
to meet externally insulation. To aid in the
elimination of thermal bridge.
Structural hollow Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m
Fixing: Connection to Structural Column
Engineers Connection Detail.
To Comply with Engineers Details, Specs
and Design.
Galvanized Steel Edge
Spec: 5mm in Thickness. Acts as retaining
for green roof.
Fixing: Fixed under growing substrate.
Growing substrate
Specs: 175mm Thickness. Sedum planting
150200
100
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free flame retardant
coating. Taped at Joints and where needed. Airtight
and Water Resistance.
Fixing: To Run up along underside of roof insulation and
wrapped at upstand.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design.
Cold Rolled Steel Multichannel
Spec: 90mm Width x 25mm Height.
Fixing: Secured to flange on primary steel
structure.
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply
with Engineers Details, Specs and Design.
Fixing: Poured on top of insulation.
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
25mm maple Sprung Floor For Squash Court
squash Court wall designed within guidance
from the wolrd squash federation
20 mm hardbord fixed to secondary steel
chanel
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm
Height. Galvanised for
resistance.
Fixing: Secured to primary steel
structure.
Waterproof Membrane
To run up to the ground floor level.
Fixing: Bonded to concrete Pile
Retaining Wall.
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
16/11/201712:42:43
Green wall Section
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A108
1 : 10
Green wall clading Detail
2
1 : 10
basement plan for green wall Detail
3
Geo textile membrance for
weed prevention
compacted earth
Compacted hard core
100 mm substrate
for concrete slab
Concrete floor with Steel Rainforced
slab 200mm pured in situ
Pricast concrete hollowcore floor
slab 200mm Supported on concrete wall
Designed to Engineers specification
Xtra therm P.I.R rigid insulation
150 mm thermal cunductivity =0.021 w/mk
layed on hollowcore slab
Basement internal concrete blockwork
Aluminium Flashing
Green Wall Planting Native To Ireland
(Suitable for Irish Weather) held in place
with mecanical fixing
Dupon Tyvek Supro Breather membrance
Spec:wind load , Air tightness, water resistant
Root resistant layer
Spec: On waterproofing underlay, run to lay
under breather membrane on parapet.
Roof Build Up:
Green Roof Build Up
175mm growing substrate with sedum planting. Filter
fleece to
prevent any soil particles washing into the drainage
layer, dressed
between drainage channel and growing substrate.
60mm Bauder
on waterproofing under layer. polyester &
polypropylene fiber. 150mm rigid PIR insulation.
Vapour
barrier layer.
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance.
Structural design is
a provisional design and needs to be consulted with
Structural
Engineer. All Steel reinforced and structural steel to
comply with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will be
advised to be used. Width - 225mm. Thickness - 65mm
Concrete Retaining Wall
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Glulam Structure:
Structural Engineer design to be followed with the
Glulam structure.
The Steel shoes are to be designed to resist water
corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore Slab.
Max Span 9m, Min 50mm bearing and 25mm Side
bearing. All Gaps
filled with lean mix concrete before insulation install. All
columns
wrapped in compressible insulation layer to meet screed
height.
Movement joints also to be accommodated on the
Structure.
-200mm precast concrete hollocore floor slab with edge
thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before
insulation install. All Primary columns
wrapped in compressible insulation layer to meet screed
height.
Movement joints also to be accommodated.
-150mm precast concrete floor slab with edge thickening
and
steel reinforced.
-75mm Concrete Screed.
- Various Floor Finish.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening & steel
outside building.
-100mm sand blinding layer on compacted layers of
suitable
hardcore 450mm.
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the
building as each
zone has different requirements (fire) and uses. The
basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard, 100mm
Steel Stud
shiphonic Roof Drain Gutter Outlet
Bauder Proof Heavy Duty bituminous membrane
Adherd to rigid insulation with 120 mm overlap at seam
General Design Notes:
All works to comply with all current, building regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B', TGD'M',
BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to engineer’s
details &design.
architect's Office for clarification.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
18 mm WBP plywood
water proof
Aluminium Flashing
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of
insulation.
Paving Stone 40x200mm layed to fall of
1:50, sand Brushed between stone to
allow water Penetration
Paving Stone kerb 100x160mm
Geotextile Membrane

12. 98151200
598
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of
insulation.
PIR Rigid Insulation
Spec:60mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply
with Engineers Details, Specs and Design.
Fixing: Poured on top of insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
598
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply with
Engineers Details, Specs and Design.
Fixing: Poured ontop of insulation.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design.
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
90x 40 mm cold rolled Horizontal Steel
Floor Channel to Provide A Service
Zone.
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
ROCKWOOLINSULATION
ACTINGASFIRESTOP
Steel Up Stand:
Spec: Width 200mm. Up Stand Height
200mm.
Laterally Supported by 200x500mm
Multichannel.
Fixing: To Structural Column Below.
To Comply with Engineers Details,
Specs and Design
North Clad composite panel
Spec: 4mm composite metal panel
Fixing :Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Bauder Proof Heavy Duty bituminous membrane
Adherd to rigid insulation with 120 mm overlap at seam.
Structural hollow Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m
Fixing: Connection to Structural Column
Engineers Connection Detail.
To Comply with Engineers Details, Specs
and Design.
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
PIR Rigid Insulation
Spec:120mm Thickness. Thermal Conductivity
of 0.021 W/mK, .
Fixing: Layed on top of Purling. Extend
to meet externally insulation. To aid in the
elimination of thermal bridge.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of roof
insulation.
75 60 15 228 100 15
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
16/11/201712:45:12
Aluminium Cladding
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A110
1 : 10
aluminium cladding on Ground Floor
1
1 : 10
aluminium cladding first floor detail
2
1 : 10
aluminium cladding roof level
3
Flashing Cap
Spec: Copper parapet capping , turned
up at ends to hinder water penetration.
Fixing: Secured to plywood via butt
straps.
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance.
Structural design is
a provisional design and needs to be consulted with
Structural
Engineer. All Steel reinforced and structural steel to
comply with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will
be
advised to be used. Width - 225mm. Thickness -
65mm
Concrete Retaining Wall (Green)
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Glulam Structure:
Structural Engineer design to be followed with the
Glulam structure.
The Steel shoes are to be designed to resist water
corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore
Slab.
Max Span 9m, All Gaps
filled with lean mix concrete before insulation install. All
columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated on the
Structure.
-200mm precast concrete hollocore floor slab with
edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before
insulation install. All Primary columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated.
-2000mm precast concrete floor slab with edge
thickening and
steel reinforced.
100mm Concrete Screed.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening &
steel
outside building.
-100mm sand blinding layer on compacted layers of
suitable
hardcore 450mm.
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the
building as each
zone has different requirements (fire) and uses. The
basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard,
100mm Steel Stud
General Design Notes:
All works to comply with all current, building
regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B',
TGD'M', BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to
engineer’s details &design.
architect's Office for clarification.
Structural Steel Beams
Spec: Serial Size -254mm x 146mm. Kg/m - 37
Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Gypsum active air suspended ceiling tile 600x600
suspended with Aluminium Tracks and hanging
with Steel wire suspended from Steel Beam
Gypsum active air suspended ceiling tile 600x600
suspended with Aluminium Tracks and hanging
with Steel wire suspended from Steel Beam
Xtra therm P.I.R rigid insulation
150 mm thermal cunductivity =0.021 w/mk
layed on hollowcore slab
Waterproof Membrane
To run up to the ground floor level.
Fixing: Bonded to concrete Pile
Retaining Wall.
Basement internal concrete blockwork

13. DN
02
DN
03
DPC
Compacted Hardcore substrate
for permeble paving and concrete
ventilation box
Geotexttile membrane
Sand Bedding 50 mm substrate for
concrete paving
steel plate Fixing curtain walling
to circular hallow section truss
steel plate Fixing curtain walling
to circular hallow section truss
steel plate Fixing curtain walling
to circular hollow section truss
30mmx 300mm concrete paving
layed to fall of 1:50, sand brushed between
paving to allow water penetration
Precast concrete trench drain
bed in hard core
Circular hollow steel Section 300 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
24 mm glazed Panel
24 mm glazed Panel
24 mm glazed Panel
comorcial Automatic Aluminium
Double slidding Door 3600x2400
mm fixed in curtain wall
24 mm glazed Panel
Circular hollow steel Section 150 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.comorcial Automatic Aluminium Double slidding
Door 3600x2400 mm fixed in curtain wall mullion
Circular hollow steel Section 300 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
Circular hollow steel Section 150 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
Circular hollow steel Section 300 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
Circular hollow steel Section 300 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
Circular hollow steel Section 150 mm supporting
the curtain walling glazing ,To Comply with Engineers
Details, Specs and Design.
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow Section
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow Section
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow Section
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with
U-value of 1.00wm2 k mechanically fixed to
circular steel hollow Section
Reinforcing profiles cut to angle and
welded together Fixed to mullion
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow Section
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
16/11/201712:44:25
Entrance Theshold Detail
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A109
1 : 20
Entrance Slidding door detail
1
1 : 5
Entrance Slidding Door Detail
2
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design.
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply with
Engineers Details, Specs and Design.
Fixing: Poured ontop of insulation.
Marmoleum 4mm floor finish fixed with
adhesive to screed substrate
DN
01
Xtra therm P.I.R rigid insulation
150 mm thermal cunductivity =0.021 w/mk
layed on hollowcore slab

14. 1002122510030
2122510530 60
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2016-2017
As indicated
16/11/201712:46:31
Corner Detail
3
Carlow Leisure Centre
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A110A
1 : 10
green wall corner detail
1
1 : 10
stonelite wall corner detail
2 1 : 10
stonelite & Aluminium wall corner detail
3
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
90x 40 mm cold rolled Horizontal Steel
Floor Channel to Provide A Service
Zone.
Structural Glulam Beams
Spec:Size -254mm x 146mm.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free flame retardant
coating. Taped at Joints and where needed. Airtight
and Water Resistance.
Fixing: To Run up along underside of roof insulation and
wrapped at upstand.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
220 mm quilt insulation packed in
Between the cold rolled steel structure
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
220 mm quilt insulation packed in
Between the cold rolled steel structure
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
90x 40 mm cold rolled Horizontal Steel
Floor Channel to Provide A Service
Zone.
Structural Glulam Beams
Spec:Size -254mm x 146mm.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free flame retardant
coating. Taped at Joints and where needed. Airtight
and Water Resistance.
Fixing: To Run up along underside of roof insulation and
wrapped at upstand.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free flame retardant
coating. Taped at Joints and where needed. Airtight
and Water Resistance.
Fixing: To Run up along underside of roof insulation and
wrapped at upstand.
North Clad composite panel
Spec: 4mm composite metal panel
Fixing :Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Stone lite RainScreen Panel
spec: 10 mm stone veneer with
20 mm aluminium honeycomb
structure.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Structural Steel Beams
Spec: Serial Size -254mm x 146mm. Kg/m - 37
Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
Plasterboard and Plaster Finish
Spec: 12.5mm thickness and 2.5mm Plaster Skim.
Moisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
Finish: 2.5mm White plaster skimcoat
Steel Perimeter Columns
Spec: Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Concrete Wall Below with holding down
bolts cast in to secure steel columns.
To Comply with Engineers Details, Specs and
Design.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free flame retardant
coating. Taped at Joints and where needed. Airtight
and Water Resistance.
Fixing: To Run up along underside of roof insulation and
wrapped at upstand.
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH
Structural Steel Beams
Spec: Serial Size -254mm x 146mm. Kg/m - 37
Serial Size - 356mm x 171mm. Kg/m - 67.
Fixing: Connection to Structural Column Engineers
Connection Detail.
To Comply with Engineers Details, Specs and Design
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
PIR Rigid Insulation
Spec:80mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Flashing Cap
Spec: Aluminium Flashing , turned
up at ends to hinder water penetration.
Fixing: Secured to Vertical Railling
Green Wall Planting Native To Ireland
(Suitable for Irish Weather) held in place
with mecanical fixing
Stone lite RainScreen Panel
spec: 10 mm stone veneer with
20 mm aluminium honeycomb
structure.
Stone lite RainScreen Panel
spec: 10 mm stone veneer with
20 mm aluminium honeycomb
structure.
Main Swimming Pool
Sport Hall
Squash Court
3D CORNER DETAIL
4
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow
Section
APA curtain waling systems mullion box
150mmx70 mm double glazing unith with U-value of
1.00wm2 k mechanically fixed to circular steel hollow
Section
Aluminium Flashing
Spec: Aluminium Flashing connect with
curtain box , turned
up at ends to hinder water penetration.
Fixing: Secured to Curtain Walling
Aluminium Flashing
Spec: Aluminium Flashing connect with
curtain box , turned
up at ends to hinder water penetration.
Fixing: Secured to Curtain Walling
25 MM windows timber board (Hard wood)
25 MM windows timber board (Hard wood)
Stonelite cladding
Aluminium Cladding

15. 98151200
598
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH.
Breather Membrane
Spec: Fire rated class 0 Membrane
continuous on external of Cement Particle
Board. Taped at Joints and where needed.
Airtight and Water Resistance.
Fixing: To be extended to wrap up and
around parapet.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of roof
insulation.
PIR Rigid Insulation
Spec:60mm Thickness. Thermal Conductivity
of 0.021 W/mK, Class "O" Fire Rating.
Fixing: Layed on top of cement partical .
To aid in the elimination of thermal bridge.
Precast hollowcore concrete floor slab
Spec: 200mm thickness. With edge thickening and
steel reinforced. All Gaps filled with lean mix concrete
before insulation install
Fixing: Bearing on external retaining wall and required
columns. Min 50mm bearing and 25mm Side bearing.
To Comply with Engineers Details, Specs and Design
Structural Concrete Screed
Spec: 100mm Thickness. All columns wrapped in
compressible insulation layer to meet screed height.
Movement joints also to be accommodated. With
edge thickening and steel reinforced To Comply
with Engineers Details, Specs and Design.
Fixing: Poured on top of insulation.
Plasterboard
Spec: 12.5mm thicknessMoisture Resistance plasterboard.
Fixing: Secured to steel structure behind.
25mm maple Sprung Floor For Sport hall
Sport hall wall designed within guidance
20 mm hardbord fixed to secondary steel
chanel
Steel Up Stand:
Spec: Width 200mm. Up Stand Height
200mm.
Laterally Supported by 200x500mm
Multichannel.
Fixing: To Structural Column Below.
To Comply with Engineers Details,
Specs and Design
North Clad composite panel
Spec: 4mm composite metal panel
Fixing :Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Bauder Proof Heavy Duty bituminous membrane
Adherd to rigid insulation with 120 mm overlap at seam.
Structural hollow Steel Beams
Spec: Serial Size -356mm x 171mm. Kg/m
Fixing: Connection to Structural Column
Engineers Connection Detail.
To Comply with Engineers Details, Specs
and Design.
Cold Rolled Steel Multichannel
Spec: 225mm Width x 70mm Height. Galvanised for
resistance.
Fixing: Secured to primary steel structure.
PIR Rigid Insulation
Spec:120mm Thickness. Thermal Conductivity
of 0.021 W/mK, .
Fixing: Layed on top of Purling. Extend
to meet externally insulation. To aid in the
elimination of thermal bridge.
Vapour Barrier
Spec: Fire Rated Class 0 Halogen-free
flame retardant coating. Taped at
Joints and where needed. Airtight and
Water Resistance.
Fixing: To Run up along underside of roof
insulation.
KEY PLAN
N
BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
As indicated
16/11/201712:47:35
Bacement Foundation &
Ventilation
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
O'SULLIVAN/MARK DUFFY
Sheet No- A110B
1 : 10
sport hall aluminium cladding roof level
2
Gypsum active air suspended ceiling tile 600x600
suspended with Aluminium Tracks and hanging
with Steel wire suspended from Steel Beam
Compacted hard core
100 mm substrate
for concrete slab
Concrete floor with Steel Rainforced
slab 200mm pured in situ
Geo textile membrance for
weed prevention
Waterproof Membrane
To run up to the ground floor level.
Fixing: Bonded to concrete Pile
Retaining Wall.
ventilation Grill
Flashing Cap
Spec: Copper parapet capping , turned
up at ends to hinder water penetration.
Fixing: Secured to plywood via butt
straps.
Construction Specification
Steel Structure:
All Structural Steel to have 60min fire resistance.
Structural design is
a provisional design and needs to be consulted with
Structural
Engineer. All Steel reinforced and structural steel to
comply with
engineers details, specs and design.
Primary Steel Structure
Perimeter Columns Size - 356mm x 171mm. Kg/m
- 67
Structural Hollow Section Outside Diameter - 355.6.
Thickness - 8mm. Kg/m - 54
Beams Serial Size -254mm x 146mm. Kg/m - 37
Secondary Steel Structure
Purlins, Rails and Channels Kingspan Multichannel will
be
advised to be used. Width - 225mm. Thickness -
65mm
Concrete Retaining Wall (Green)
450mm thickness, retaining wall acting as support for
concrete
beams with holding down bolts cast in to secure steel
columns above.
Glulam Structure:
Structural Engineer design to be followed with the
Glulam structure.
The Steel shoes are to be designed to resist water
corrosion.
Floor Build Up:
Ground Floor Suspended - Insulated Hollowcore
Slab.
Max Span 9m, All Gaps
filled with lean mix concrete before insulation install. All
columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated on the
Structure.
-200mm precast concrete hollocore floor slab with
edge thickening and
steel reinforced.
-100mm rigid PIR Insulation Between hollowcore Slab
and Structure Screed
-100mm Concrete Screed.
First Floor Suspended - Hollowcore Slab
Max Span 9m, filled with lean mix concrete before
insulation install. All Primary columns
wrapped in compressible insulation layer to meet
screed height.
Movement joints also to be accommodated.
-2000mm precast concrete floor slab with edge
thickening and
steel reinforced.
100mm Concrete Screed.
Basement Floor Bearing - Concrete Slab
-300mm concrete floor slab with edge thickening &
steel
outside building.
-100mm sand blinding layer on compacted layers of
suitable
hardcore 450mm.
Wall Build Up:
Internal Partition Solid -
The Plasterboard and finish varies throughout the
building as each
zone has different requirements (fire) and uses. The
basic build up is
a 2.5mm Plasterskim, 2x12.5mm Plasterboard,
100mm Steel Stud
General Design Notes:
All works to comply with all current, building
regulations
and codes of Practice.
Design Guidance is taken from Sports England
Documents and also
The Metric Handbook, TGD'L',TGD 'k,' TGD'B',
TGD'M', BS:9999.
All works to be passed by building Control officer
inspections.
Cast in-situ concrete to comply with BS 8004.
Steel reinforcement & structural steel Frame to
engineer’s details &design.
architect's Office for clarification.
shiphonic Roof Drain Gutter Outlet
Xtra therm P.I.R rigid insulation
150 mm thermal cunductivity =0.021 w/mk
layed on hollowcore slab
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Mineral Quilt Insulation
Spec: 200mm fire resistant insulation.
Thermal Conductivity of 0.041 W/mK,
Class "O" Fire Rating.
Fixing: Securely packed in between
Multichannel, Run up to meet PIR
Rigid Insulation
Cement Particle Board
Spec: 15mm Thickness.
Fixing: Secured to Multichannel Beam.
Cold Rolled Steel Multichannel
Spec: 225mm Width x 75mm
Height. Galvanised for resistance.
Fixing: Secured to primary steel
structure.
Aluminium Flashing
Prefabricated Steel vent Grate
fitted to wall but not Fixed
(removable for maintanence Purpose
Paving Stone kerb 100x160mm
Paving Stone 40x200mm layed to fall of
1:50, sand Brushed between stone to
allow water Penetration
Geotextile Membrane
Compacted hardcore substrate for
permeble paving and Ventilation box