Leisure Center. Part 2

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
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
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

North
Entrance
River Barrow
Existing Bridge
Existing Apartment
Existing Town hall
Cox's Lane
BarrowTrack
Carlow Town park
Rainwater harvesting tank
HH
H
H
MH1
MH2
MH3
MH5
fire assembly point
fire assembly point
KEY PLAN
N
GFL
47000
FFL
51500
Sport hall Roof level
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
Inverter
Battery pack
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:17:27
Building Services
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A124
PHOTOVOLTIC PANEL
Pv Technology produces electricity directly from electrons
freed by the interaction of sunlight with a solar panel made of
semiconductor material. The power provided is direct current
(DC) electricity. The basic building block is known as solar
cell. Many cells puts together are known as a module and
many modules assembled together from an array. A PV
system will consist of an array of modules generating DC
electricity.an inverter and can be stored in battery storage
banks
Advantages
PV panels provide clean – green energy. During electricity
generation with PV panels there is no harmful greenhouse
gas emissions thus solar PV is environmentally friendly.
Solar energy is energy supplied by nature – it is thus free and
abundant!
Solar energy can be made available almost anywhere there is
sunlight
PV panels have no mechanically moving parts, except in
cases of –sun-tracking mechanical bases; consequently they
have far less breakages or require less maintenance than
other renewable energy systems (e.g. wind turbines)
PV panels are totally silent, producing no noise at all;
consequently, they are a perfect solution for urban areas and
for residential applications (see solar panels for home)
Economical with little to no running cost.
Disadvantages
As in all renewable energy sources, solar energy has
intermittency issues; not shining at night but also during
daytime there may be cloudy or rainy weather.
Consequently, intermittency and unpredictability of solar
energy makes solar energy panels less reliable a solution.
Solar energy panels require additional equipment (inverters)
to convert direct electricity (DC) to alternating electricity (AC)
in order to be used on the power network.
For a continuous supply of electric power, especially for on-
grid connections, Photovoltaic panels require not only
Inverters but also storage batteries; thus increasing the
investment cost for PV panels considerably
In case of land-mounted PV panel installations, they require
relatively large areas for deployment; usually the land space is
committed for this purpose for a period of 15-20 years – or
even longer.
safeguard a PV investment.
How its integrated?
I’m using a grid system photovoltics panel on my roof .these
are connected to utility grid and feed power. Many cells puts
together are known as a module and many modules
assembled together from an array. A PV system will consist
of an array of modules generating DC electricity.an inverter
and can be stored in battery storage banks.the power
produced by the PV sysem can either suppy electrical loads in
to the building or be fed back into the grid when the PV
systems output is greater than the load demand .i have
include my calculation with my report.
solar PV System Diagram
1 : 500
Site Plan (Services )
1
Mains Water Supply line
Gas supply
MH Manhole
ESB Supply Line
Site Boundry Line
H Water hydrant location
Fire Assembly Point
legend
Roof Slope
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.
SUNSINE AND SOLAR RADIATION
Ireland normally gets between 1100-1600 hours of sunshine each year
the sunniest months may-June. During these months, sunshine duration
averages between 5-6.5 hours per day most part of the country. The
southeast of Ireland gets the most sunshine average over 7 hours a day
in the early summer. December is the dullest month, with an average
sunshine from about 1 hour in north and 2 hour in the south east
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 .
Wind Direction in Ireland
Average Temperature in Carlow
Average Rainfall in Carlow
mono-crystaline PV panel
autometic wall mounted
light control devices will be Every
6M on the room like (Bathroom, Corridor etc)
mono-crystaline PV panel
OVERSHADING FACTOR
None or very little = 1
1 module = 1.65 M2 = .235 kpeak
258 module = 1.65 x 258 = 425 M2
calculate the total peak power of all panels
= 425 x 0.235 kpeak
= 100 kwp
calculate the total peak power of south
oriantation panel
Total panel on south side = 258panel
= 258 x 0.235
= 60kwp
The Annual output would be
output (kwp) = 0.8 x 60 x 1072 x 1
=51456 kwh
1 : 100
Section E-E
2
AC isolator
Mains AC isolator
Distribution board
Load
45
RAIN WATER HARVESTING SYSTEM
PV PANEL
LED LIGHT
All existing light need to be replaced with new LED
light on the building .which will get the immersion
powered by Pv panel .
All light is connected with autometic wall mounted
light control devices on every 10 Metre
range.
There would be mono-crystaline PV panel on the
roof.The panel will be S/W and N/W oriantation
with 15 degrees slope.there would be Mono -cristaling
(kingspan) 258 panel ,size will be 1.65m2 module
100 wpeak.
There would be 100,000 ltr Stainless Steel tank on the site
( see site plan) which would be conneted with another
tank on the roof level which water will be use for toilet
flushing.
the moter will get the immersion powered by PV panel.
Eco flush toilet
All Toilet will have Eco tank Flush Tank. there
will be use Rain water From
Rain water harvesting tank will be use for toilet flushing.
All Tap Will be Contemporary Sensor Tap Automatic
Touchless Bathroom Sink Tap Mixer

BSc in Architectural Technology
Year 3: 2016 - 2017
Scale
LECTURER
Drawn by
Date
Project number
16/11/201713:22:23
3D Building
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A127
South West 3d View
1
North west 3D View
2
North East 3D View
3
South West 3D View
4
honeycomb structure
Fixing :propriety hidden fix bracket to horizantal rail
to horizantal rail.
to horizantal rail.
honeycomb structure
honeycomb structure
Aluminium Cladding
Fixing: Proprietary Hidden Fix System
Cement plaster board through PIR
Insulation via Z-Girt Bracket.
Finish: ALUMINIUM CLADDING WITH
BLUE COLOUR FINISH.
Zinc roof
honeycomb structure
Roof Light
Intensive Green roof
Aluminium Cladding
BLUE COLOUR FINISH.
Aluminium Cladding
BLUE COLOUR FINISH.
Curtain Walling At North
Ambulant Disabled Concrete
Stairwell
Full Length of Curtain walling
at East Stairwell
350 mm Cast in place
concrete Raft Foundation
Zinc roof
6500mmx3000mm opening to
Enter and Exit Car Park

North
Entrance
River Barrow
Existing Bridge
Existing Apartment
Existing Town hall
Cox's Lane
BarrowTrack
Carlow Town park
Rainwater harvesting tank
HH
H
H
MH1
MH2
MH3
MH5
fire assembly point
fire assembly point
KEY PLAN
N
98151200
598
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:16:26
Sustainable Service Strategy
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A123
SUNSINE AND SOLAR RADIATION
Ireland normally gets between 1100-1600 hours of sunshine each year
the sunniest months may-June. During these months, sunshine duration
averages between 5-6.5 hours per day most part of the country. The
southeast of Ireland gets the most sunshine average over 7 hours a day
in the early summer. December is the dullest month, with an average
sunshine from about 1 hour in north and 2 hour in the south east
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 .
Rainwater harvesting system
In this building have a large amount of clear roof space
collecting it and recycling water will be no problem. Water
collected from the roof will be filtered with and stored in a
40000 m3 tank located in the building site. This filtered
clean water will be pumped to much smaller tank on the
roof so this water will be use as flushing toilet and urinals
on the building .while outdoor water can be feed directly
from the outdoor tank
This system will be very useful for my building .I have
include my calculation for rainwater harvesting system
you can see
Wood pellet boiler
Biomass is a form of renewable energy that can reduce our
reliance on fossil fuels. Instead of burning fossil fuels for
energy, biomass uses organic materials. These organic
materials are derived from a variety of sources. Wood
sources such as trees are commonly used, but energy
crops, food waste or industrial waste can also be exploited
as fuel in biomass heating.
The fuel is burned in boilers and stoves and the energy
generated heats water and space. Stoves generally are only
useful to heat one room, whereas boilers are able to heat
whole properties.
Rather than burning expensive oil or gas the boiler burns
wood pellets instead
The boiler will have 3 main parts the boiler, the hopper and
the store. The wood pallets are kept in the store. And the
hopper automatically adds them to the boiler, to minimise the
amount of work.
The wood pallet is fuel, just like gas or oil. Only this is more
environmentally friendly and renewable energy. And cheaper
to burn .
Advantages
Biomass is considered a carbon neutral form of energy
because the carbon dioxide released when it is burned is
only that which was absorbed by the plant during its
life. Therefore there is no gain or loss of carbon dioxide.
It is high efficient system
The pallets are produced from west material
Another financial benefit of using biomass boilers for heating
is that there is less exposure to the fluctuations of the energy
market
Disadvantage
Installing a biomass boiler or stove is not cheap
Requires a lot of storage space.
Need regular cleaning and maintenance
How its integrated:
The wood pellet boiler will be stored in the basement level in
the plant room .i have done the calculation include my report.
All of the sizes are worked out making it the
Deciding factor in which I chose this system in the leisure
centre.
Suppose total energy required is =805000kwh
Step 2: Calculate quantity of pellets required to meet the
above energy demand for the
building.
Use thumb rule: Energy content of 1 kg pellet= approx. 5
kWh
So for 805000 kwh ,?kg pellet ,=805000/5 =161000 kgs.or
161 tonnes
Step 3: Calculate the total cost for using pellets
Use thumb rule: €230 per tonne (Bulk Pellets) and€299 per
tonne (Bagged Pellets)
Ie,230 x161 =37030 euros.
Step4: Calculate the total volume of pellets used
Use thumb rule:1 m³ pellets = 650 kg
So for 161000 kg of pellets total volume= 161000/650=
247.5m3.
Step 5: Calculate total volume required for pellet store
=Total volume of pellet used * 3/2……if total storage =x then
2/3 *x = 248 or
ie, x = 248*3/2= 372 m3
Step 6: Calculate Total heat demand
Use Thumb rule:Per 1 kW heat demand = 0.9 m³ of the
space (incl. empty space)
So for 372 m3 of pellets it is 372/ 0.9 = 413KW
Ventilation
Stack ventilation uses temperature differences to move air.
Hot air rises because it is lower pressure. Cool air is sucked
in through low intent openings and hotter exhaust air escape
through outlet openings. The ventilation rate is proportional to
the area of openings. Placing opening at the bottom and top
of an open space will encourage natural ventilation through a
stack ventilation.
Advantages
This system will improved air quality in a building.
It will improved ventilation in a building
Economical with little running cost.
Energy saving as there is no need for HAVC system to cool
the building.
Environmentally friendly.
Limitations
The air on the outside must be cooler then the air inside for
the stack ventilation to work
Risk of cold bridging (need to be insulated)
How I integrated:
The stack ventilation will be placed at the top of the atrium in
the leisure centre building which will allow the hot air pass
through to the outside
Therefore bringing in new fresh air keeping the building
ventilated. Where there is atrium in a building stack
ventilation is the best strategy to use as they have a large
difference in height between air inlets and outlets.so stack will
be start from basement to atrium level.
3D Building with Glazing Unit
3 Proposed curtain walling to allow
natural light into the space, with
proposed passivent aircool ventilators
to allow natural ventiltion into the
GYM.
Proposed curtain walling to allow
natural light into the space, with
proposed passivent aircool ventilators
to allow natural ventiltion into the
Pool.
Rainwater Harvesting System Diagram
Stack Ventilation system
1 : 500
Site Plan For Services
1
Mains Water Supply line
Gas supply
MH Manhole
ESB Supply Line
Site Boundry Line
H Water hydrant location
Fire Assembly Point
legend
Roof Slope
Wind Direction in Ireland
Average Temperature in Carlow
Average Rainfall in Carlow
RAIN WATER HARVESTING SYSTEM
average rainfal in carlow =1200 l/m2
Roof Area =600m2
correction factor=0.9
Annual rainwater yield
= 1200x600x0.9
= 648000 L/year
Annual rain water demand .
for 50 person
flush toilet per person = 11800x200 = 2360000
cleaning per person = 800x200 = 160000
Total =2520000
= 91133.24
Tank size will be 100000 L
2360000+648000 x21 days
Tank size =
2x365
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 : 20
aluminium cladding with Ventilation on Basement
4
ventilation Grill
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

A
B
C
D
E
F
G
H
I
J
1 2 3 4 5 6 7 8
9
10
K
M
60006000
6000 6000 6000 6000 6000 8000 11330 22245 580
60006000600060006000225032506000
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
2185
1430
1430
1275
1690
840
1730
1730
2008
940
1430 1430
940
940
940
933
840
1763
2410
1730 1730 1730
1536
1422
2850
8536
1999
1999
1999
1730
1830
1339
900
1780
835
1430
1900
1241
24690
13785
1038
940928
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
36
34
7 10911
17
16
14
5 6
35
12
13
2 3 4
15
KEY PLAN
N
10080150
10280150
13 13
Moisture and Fire Resistance plasterboard.
Fixing: Secured to steel stud via proprietary Clip.
Finish: Lined with Moisture and Fire Registrant plasterboard
and Plaster.
Design
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:14:25
FSC Ground Floor
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A120
1 : 200
GFL Building Regulation part 'B'
1
EMERGENCY ESCAPE LIGHTING
there shall be light on all escape routes to
comply with BS 5266-1 and BS 5266-7
30 MIN FIRE RESISTANCE DOOR SET
In Accordance with TGD 'B' table B1 fitted
with intrumescent strips and smoke seal door
set to be fitted with autometic self closing
devicewhich can be capable of closing the
door from any angle against any latch fitted to
comply with TGD'B'.
In this building at least 30 minute fire rated
door lon the corridor and the lobby area.
comply with TGD'B'.
door on the corridor,plant room ,store and
stairs.
60 min fire resistant doorset in Accordance with BS476PAd 22 fitted
with intrumescent strip and smoke seals.door set will fitted with autometic
selfclosing devicewhich will be capable of closing the door from any angle
and aginst any latch fitted to this door.
Disable refuge Area (1400x900mm )provide with two way communication to the
internal Refuge area.
Emergency Escape lighting to be comply with TGD'B' table 8.installed and certified in
accordance with 2013
1800mmx18mm clear space for wheelchair turning circle
60 min Protected stairwell in accordance with section TGD
part 'B'A2 ie top story served not more than 5m above ground
level.
Traval distances
one Direction D1
Two Direction D2
Stair 3D
2
1 : 10
internal Partition wall
3
100 mm self leveling Structural Screed
150 mm Precast concrete hollowcore
floor slab has a span of 9 M
corebord to fix Steel Channel to
100 mm cold rolled Ceiling chanel to
support the Vertical Chanel
Fastener Strap
Double Slabbed standard 2x12.5 mm fire rated
plaster board.60 min fire rated.
plaster board.
100 mm steel vertical studpartition for
service zone.
Gypsum active air suspended ceiling tile 600x600
suspended with Aluminium Tracks and hanging
with Steel wire suspended from Steel Beam
150 mm Precast concrete hollowcore
floor slab has a span of 9 M
100 mm self leveling Structural Screed
80 mm rigid insulation on the floor for sound
80 mm rigid insulation on the floor for sound
4mm Marmoleum floor finish
Structural Steel Beam Encasment
Structural Steel column encasment
30min Protected stairwell in accordance with section TGD
level.
60 min Fire resistance Door Set
All Doors Leading from stairwell
will be 60 min fire reted
Stairwell is Constructed with
350mm wall with 2x12.5 mm
gypsum pasterbord 60min fire
rated
Lobby To Stairwell constructed with
60 min fire rated with 60 min partition
fited with 60 min fire door
Autometic Opening vent at the
top of Each stair well opens when alram is
triggered
Ambulant disabled Stair Notes
The clear width (between enclosing ,
string or upstand ) wiil be 1200mm.
the landing will be level and have an
unobstructed length (Clear of any Door
swing)of at least 1200mm .
Section 1: Means of Escape in case of Fire
All Area of the building and Occupancy of the Building calculated with the methological
approach of the building with comply with TGD'B' Clauses 1.0.10
SECTION B5
External fire Main
The Hydraint are Designed and maintained in accordance
with BS5306 Part 1.
Vehicle access
Vehicle Access roure including manhole or other covers
accordance with TGD part 'B'
Overhead obstruction such as cables that would be set with
ladders.
Provision of switches
A fire fighter Emergency switch will be Provide at beside
plant Room .
Escape stairways 1,2&3 will have autometic opening vent
it is indicate in site plan.
All autometic opening vents will be automatically activate if
smoke detectors in the stairway enclosure are activate .
Section B4-External Fire Spread
external wall construction
The main walls are Constructed of steel with Cold Rolled
Multichanel Beam (secondary Structure ) Between those chanel
there will be mineral Quilt Insulation with PIR rigid insulation .
there will be Rockwool insulation on intermediate Floor level .
Sprinkler Systems
The intensity of radiation from a fire in the compartment which is
fitted throughout with a sprinkler systm will be accordance with
TGD part 'B' 4.2.8.2 the sprincal system will meet the BS 5306
part 2 1990.
Section B2 -Internal Fire Spread(linings)
walls
The surfae of the wall in in a room ,bathroom Changing room etc will
be lower but it will comply with class D-s3,d2(european)
windows
external windows to room glazed with thermoplastic metterials.the
internal glazing will in accorance with TGD'B' paragraph 2.1.
Roof Lights
All roof light to rooms , circulation space can be construction with thermo
plastic material comply with TGD'B' paragrapf A15 and Appendix A.
Section B3 -Internal Fire Spread
Forms of Compartmentation
This building is Assembly and Recration purpose group
5.on the Ground Floor has more than the requirement minimium of Apx
1900 m2 in Area.therefore it will be three Compartment Area shown on
Drawing Above.
Construction of Compartment Floors and walls
there will be complete fire barrier to between the compartments they
will separate the construction in accordance with the TGD'B'3.2.5.1 to
3.2.5.11 .
Separating walls
All separating walls will comply with the TGD'B' 3.2.5.7.
Openings between compartments
All Door opening in compartment walls will be protechted by means of fire
door in accordance with Appendix B and table B1of the TGD 'B'
the passage of pipes ,ventilation Ductsor more Services will be construct
in accordance with TGD'B'3.4.
construction of Protechted shaft
it will have have the Appropriate Fire resistance in Accordance with
TGD'B' Appendix A table A1.
all compartments wall will be comply with TGD'B; section 3.2.7.3
There will be three zone in the building
Zone 1 :swimming pool area and its facilities
Zone 2:the middle part of building including changing room ,wc reception area, cafe
squash court gym etc
Zone 3: sport hall also include storage which is only accessible from sport hall
this zone has its own direct escape to the outside .
Escape Stairways
All escape stairways will be comply with TGD'B' 1.3.6.2. to 1.3.6.6.
Fire Door Assemblies
All fire Door need to be cirtified before Fitting in accordance with BS476part 8.
Automatilc Door
the main Automatic slidding door will be comply with BS7036
Floor Surface of Escape Route
All stairs , rams and landing will be comply with TGD'K'and 'M'.also the escape route
surface nedd to be sleep resistant finish.
Ventilation
there will be ventilation on all Stairways which will open Autometicly .the vent will be
opens when alram is triggered.
the ventilation will be comply with BS 5925and BS5720.
Fire Safety Signs
all sign will accordance with BS ISO 7010.2011
Fire Detection and Alram System
Fire Alarm and detection system will be design in accordance with I.S3218
there will be Portable Fire Extinguisher provide in Accordance with helth and
safety.

DN
DN
DN
DN
A
B
C
D
E
F
G
H
I
J
1 2 3 4 5 6 7 8
9
10
K
M
wc
wc
MCR
office
FAR
GYM
AREA
GYM
STORE
PLANT ROOM
SQUASH COURT
VOID OVER
VOID OVER
SPORTS HALL
VOID OVER
LEISURE POOL
ROOF
VOID OVER
SWIMMING POOL
6000 6000 6000 6000 6000
8000 11330
10000 12245 580
3250600060006000225060006000600060006000
5946
12647
1443
1470
3893
1430
7361
7932
2515
5874
1278
1730
1730
900
840 840
2926
1425
940840
1489
1430
2528
North
1
2
34
8
9
10
11
12
D1=17.16
D2=22.60
KEY PLAN
N
A
B
C
D
E
F
G
H
I
J
1 2 3 4 5 6 7 8
9
10
K
M
wc
wc
MCR
office
FAR
GYM
AREA
GYM
STORE
PLANT ROOM
VOID OVER
SQUASH COURT
VOID OVER
SPORTS HALL
VOID OVER
LEISURE POOL
ROOF
VOID OVER
SWIMMING POOL
6000 6000 6000 6000 6000 8000 11330
10000 12245
580
3250600060006000225060006000
600060006000
5946
12647
1443
1470
3893
1430
7361
7932
2515
5874
1278
1730
1730
900
840 840
2926
1425
940840
1489
1430
2528
North
Finish: Lined with Moisture and Fire Registrant
plasterboard and Plaster.
Design
Plasterboard and Plaster
Finish
Spec: 12.5mm thickness and
2.5mm Plaster Skim.
Moisture and Fire Resistance
plasterboard.
Spec: Serial Size - 356mm x 171mm.
Kg/m - 67.
Fixing: Concrete Wall Below with holding
down
Structural Screed
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:11:44
DAC & FAC for First Floor
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A118
1 : 200
FFP Building REgulation Part 'B'
1
1 : 200
FFL Building Regulation Part 'M'
2
comply with TGD'B'.
comply with TGD'B'.
stairs.
HANDRAILS
The Vertical Height To The Top Of The Upper Handrail
From The Pitch Line Of The Surface Of A Flight Should
Be Between 900mm and 1000mm.
This Is In Accordance With Building Regulations Part M,
Section 1.1.3.6 - (Handrails)
There Should Be A Clearance Of At Least 50mm To 60 mm
Between The Handrail And Any Adjacent Wall.
HANDRAILS
The Profile Should Be Either Circular With Diameter Of
Between 40mm To 50mm Or Oval With A Width Of 50mm.
CORRIDORS AND PASSAGEWAYS
Section 1.3.3.3 .
Passing Places Should Be Provided Where The
Unobstructed Width Of The Corridor Is Less Than 1800 mm.
Passing Places Should Have A Total Unobstructed Width Of
Corridor Of 1800mm Wide Over An 1800mm Length.
Section 1.3.3.3 - (Corridors and passageways)
All Floor Surface Finishes Should Be Slip Resistant. Refer To
Annex E Of BS 8300:2009.
Passing Places In This Building will Have An Unobstructed Width
Of 2000mm which is Comply with TGD part 'M'.
This Is In Accordance With Building Regulations Part
ACCESS ROUTES
The Minimum Headroom Provided Should Be 2100 mm To
The Underside Of Stairs, Ramps Or Similar Features.
1.1.3 - (Access routes)
THE WIDTHS DOOR MUST BE
The Fire Escape Doors Are 1060x2100mm(Clear Width)
The Main Entrance Door Is 1670x2100mm (Clear Width)
the WC must be changed
to comply with TGD M- 1.4Access
& use
accessible WC (1800mmx1800mm
turning space ,comply with TGD 'M'1.4
Effective clear width door 900 mm
comply with TGD 'M' 1.2
The all WC must slip resistant marmoleum or vinyl
floor finish
All switches and shoket-outlets need to be between
900mm-1200mm comply with TGD Part 'M' section 1.5
level.
Ambulent accessible stair (see note and Detail)
Traval distances
one Direction D1
Two Direction D2
The clear width (between enclosing , string or upstand ) wiil be
1200mm.
the landing will be level and have an unobstructed length (Clear of
any Door swing)of at least 1200mm .
The rise of a fight between landing should not exceed 1800mm.
All steps noisings will be incorporate a permanently contrasting
continuous meterial on the tread.the reminder of the tread a
continuous handrail on each side of flights and landings in
accordance with TGD part 'M' table no.1.1,3.6.
Proposed sanitary facilities provided in accordance with the TGD part 'M'
section 1.4.4.and 1.4.5
30 min Protected Corridors accordance with section TGD
level.
Provision of Accessible Sanitary Conveniences
First Floor
one
Unisex Wheelchair Accessible WC Cubicle will be Provided for the Whole
First Floor
Use of Facilities within a building
All stories of the building Will Allow for independent Circulation By
People With Disabilities and Independent Access to the Range of
Services and Facilities Provided on that Story .level Access Suitable
For People With Disabilities Will be Provided throughout all storys
of the Building.All internal Circulation Routes Within Each Story Will
be
Free From Steps or slopes.there are all space will be Accessible on
the building.
Aids Of Communication
Suitable aids to Communication will be Available For people with an
impairment hearing or sight in Accordance with TGD 'M' 2010
Paragraph
0.3
Signs
Adequate Signage Will be provided to ensure that people with
Disabilities , including those with an impairment of hearing or vision
can
safely and independently access and use the building and its
fasilities.
Lighting
There will be natural and artificial light on the building , where
artifificial lighting
is Provided is.
• Give Good Colour rendering to all Surface and not Crate
Glare or strong
shadow.

UP
UP
A
B
C
D
E
F
G
H
I
2 3 4 5 6 7 8
9
10M
600060006000
6000
6000
225060006000
1730
900
1430 1430
580
12245
10000
11330
80006000600060006000
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 park
1430
6405
5780 6440
41575
48485
32887
24531
29595
41758
North
35
56 58
67
75
33
D
1=18m
,D
2=21.5m
A
B
C
D
E
F
G
H
I
2 3 4 5 6 7 8
9
10M
600060006000
6000
6000
225060006000
1730
900
1430 1430
580
1224510000
11330
80006000600060006000
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 park
1430
6405
5780 6440
41575
48485
32887
24531
29595
41758
North
1730
4780
1430
KEY PLAN
N
Finish: Lined with Moisture and Fire Registrant plasterboard
and Plaster.
Design
18mm gyprock fireline plasster bord
steel frame for partition wall
40 mm 60 mint fire door
hinges and screws
50 mm dryline screw
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:12:54
DAC & FSC Bacement
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A119
1 : 200
Basement Plan Building Regulation 'B'
1
1 : 200
Basement Plan Building Regulation Part 'm'
2
comply with TGD'B'.
comply with TGD'B'.
stairs.
THE WIDTHS DOOR MUST BE
The Fire Escape Doors Are 14300x2100mm(Clear Width)
The Main Entrance Door Is 1700x2100mm (Clear Width)
HANDRAILS
The Vertical Height To The Top Of The Upper Handrail
From The Pitch Line Of The Surface Of A Flight Should
Be Between 900mm and 1000mm.
There Should Be A Clearance Of At Least 50mm To 60 mm
Between The Handrail And Any Adjacent Wall.
HANDRAILS
The Profile Should Be Either Circular With Diameter Of
Between 40mm To 50mm Or Oval With A Width Of 50mm.
CORRIDORS AND PASSAGEWAYS
Section 1.3.3.3 .
Passing Places Should Be Provided Where The
Unobstructed Width Of The Corridor Is Less Than 1800 mm.
Passing Places Should Have A Total Unobstructed Width Of
Corridor Of 1800mm Wide Over An 1800mm Length.
All Floor Surface Finishes Should Be Slip Resistant. Refer To
Annex E Of BS 8300:2009.
Passing Places In This Building will Have An Unobstructed Width
Of 2000mm which is Comply with TGD part 'M'.
This Is In Accordance With Building Regulations Part
level.
Ambulent accessible stair (see note and Detail)
Traval distances
one Direction D1
Two Direction D2
Steel columns Beams And Portal frames used in Support load bearig
elements of structure to be Protected to give minimum 90 min fir resistance.
The clear width (between enclosing , string or upstand ) wiil be
1200mm.
the landing will be level and have an unobstructed length (Clear
of any Door swing)of at least 1200mm .
The rise of a fight between landing should not exceed
1800mm.
All steps noisings will be incorporate a permanently contrasting
continuous meterial on the tread.the reminder of the tread a
continuous handrail on each side of flights and landings in
accordance with TGD part 'M' table no.1.1,3.6.
1 : 5
60 min Fire Door
5

KEY PLAN
N
GFL
47000
FFL
51500
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
4500
56020
4520
Roof
59760
3740
Atrium Level
58997
Green Roof Level
54597
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:04:22
Elevation
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A115
1 : 100
East ELevation
1
1 : 100
South ELevation
2
honeycomb structure
Fixing :propriety hidden fix bracket to horizantal rail.
Spec: green wall planting will be native to ireland or
Irish weather .
NORTH CLAD ALUMINIUM RAINSCREEN
PANEL
Spec:3mm Aluminium composite panels 400mm
X600mm Or 400mmx800mm lightweight cladding
panels ideal for external facades
fire exit door stonelite cladding
green wall cladding
aluminium cladding (blue)
kalzip zinc roof
Kalzip zinc roof
Aluminium curtain windows
Stone lite cladding
Northclad Aluminium cladding (Blue)
APA Curtain walling systm
Basement level
Bacement level

GFL
47000
FFL
51500
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
GFL
47000
FFL
51500
56020
Roof
59760
Atrium Level
58997
Green Roof Level
54597
KEY PLAN
N
Scale
LECTURER
Drawn by
Date
Project number
Year 3 2016-2017
As indicated
16/11/201713:46:06
ELevation
3
28/02/2017
TEJ RAJ UPRETI
NOEL DUNNE/ DAN
Sheet No- A116
1 : 100
West ELevation
2
1 : 100
North ELevation
4
honeycomb structure
Spec: green wall planting will be native to ireland or
Irish weather .
NORTH CLAD ALUMINIUM RAINSCREEN
PANEL
Spec:3mm Aluminium composite panels 400mm
X600mm Or 400mmx800mm lightweight cladding
panels ideal for external facades
fire exit door
stonelite cladding
green wall cladding
aluminium cladding (blue)
kalzip zinc roof
Kalzip zinc roof
Aluminium curtain windows
Stone lite cladding
Bacement level
Basement level
APA Curtain walling systm
Basement Level

Leisure Center. Part 2

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Leisure Center. Part 2