TDS PROJECT 2 -Concrete...DT175 -2 TDS PROJECT 2 -Concrete Aidan McKenna D19124287 March 2020 TDS Project 2 - Concrete, Sheet List. Count Sheet Number Sheet Name 1 04/02 - 101 Cover

DT175 - 2

TDS PROJECT 2 - Concrete

Aidan McKenna

D19124287

March 2020

TDS Project 2 - Concrete, Sheet List.

Count Sheet Number Sheet Name

1 04/02 - 101 Cover Sheet

1 04/02 - 201 Site Plan

1 04/02 - 202 Basement Floor Plan

1 04/02 - 203 Ground Floor Plan

1 04/02 - 206 Second Floor Plan

1 04/02 - 208 Fifth Floor Plan

1 04/02 - 221 Section A-A

1 04/02 - 222 Section B-B

1 04/02 - 223 Elevations

1 04/02 - 230 Key Reference Section

1 04/02 - 231 Typical Details

1 04/02 - 232 Typical Details

1 04/02 - 240 Facade Panel Study

1 102 3 4 5 6 7 8 9 11

12

13

14

15

16

17

18

19

20

M1

M2

RWDP

**.** CL**.** IL

AJ

MH

SURFACE WATER DRAINAGE:

FOUL WATER DRAINAGE:

COVER LEVEL:INVERT LEVEL:

ARMSTRONG JUNCTION 300x300mm:

MANHOLE 600x600mm:

COMMUNICATIONS:

MAINS WATER:

MAINS POWER:

GAS SUPPLY:

LEGEND:

STREET LAMP STANDARD:

NOTE:ALL UTILITY AND SERVICE CONNECTIONS TO ONLY BE MADE WITH THE AUTHORISATION AND APPROVAL OF THE SERVICE PROVIDER AND LOCAL AUTHORITY. LOCAL AUTHORITY ROAD OPENING LICENCES TO BE OBTAIN PRIOR TO COMMENCEMENT OF CONNECTION WORKS.

LP

HYDRANT / METER: H

MH

M

27.8

27.7

RWDP

SVP

RWDP

RWDP

RWDPRWDP

RWDP

1:60

fall1:60 fall

1:60 fall1:60

fall

1:60 fall

RWDP

1:60 fall 1:60

fall

1:60

fall 1:60 fall

1:60 fall

1:60

fall

1:60

fall

1:60 fall

1:6

0 fal l

1:60 fall

SMHCL 27.8IL 26.8

FMHCL 27.8IL 27.05

Wate

r

Tele

com

s

Main

s P

ow

er

Pow

er

Tra

nsfo

rmer

H

M

Water

Telecoms

Mains Power

FMH 1CL 27.90IL 27.20

SMH 1CL 27.90IL 26.92

Brookfield Road

LP

North

--

Scale

Checked by

Drawn by

Date

Project number

1 : 200

19/0

3/2

020

12:1

9:2

4

Site Plan

TDS2200 02

DT175 02 TDS Concrete

DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 201

1 : 200

00 Site Plan1

Outline of Basement Level

Outline of Basement Level

Outlin

e o

f B

asem

ent L

eve

l

-

-

-

-

1

04/02 - 221

1 2 3 4 5 6 7

E

D

C

B

A

M1 M2

1

04/02 - 222

1

2

3

4

5

6

7

8

9

10

11

12 13

14

15

16

17 18

19

20

Outline of Ground Floor above


Outlin

e o

f G

round F

loor

above


Natural Ventilation Duct A

Natural Ventilation Duct B

Natural Ventilation Duct C

NaturalVentilation

Duct D

26.0

Stair Core 11

Refuge Area and emergency callpoint as per TGD Part B

Store Room2

Riser A3

Lobby4

Stair Core 25

Riser B7

Plant Room8


Clear Access Area as per TGD Part M

300mm Reinforced in-situ Concrete basement wall to Engineer's Details with a Bitimen Waterproofing Self-adhesive Tanking Membrane (Proofex 3000or similar) installed to manufacture' details and spectication.100mm XPS water resistant rigid insulation as protective layer to face oftanking membrane.

Aluminium Louvre System with mesh backing and selected finish (Crossflow or similar)

148

FD60

149FD60

188

FD60

209FD60

211

FD60

213

FD60

FD60336

FD60

337

Precast concrete stairs and landing with 200mm wrist depth150mm riser, 250mm going (Quinn Building Products) installedby maunfacturer to Engineer's details.100mm dia HRS (hollow round section) mild steel handrails on 25mm dia round bar ballustrades @ 100mm max c/c allpowder coated to RAL ref. 1003 (safety yellow) protected forinstallation. All in accordance with TDG part M

250mm reinforced insitu concrete core wall constructed to Engineer'sdetails and specifications.

400 x 400mm reinforced in-situ concrete columns toEngineer's details

Otis Gen2 Flex passanger lift. Internal finishes and spec to be agreed.

Reinforced in-situ concrete basement floor slab to Engineer's details on XPS rigid insulation as void filler on Radon barrier membrane (Monarflex RMB400) lapped and taped at joints to manufacturer's spec on 50mm sand layer on 150mm compacted graded hardcore




Car park floor coated with Epoxy Flex coating

Reinforced in-situ concrete basement ramp at 1:10 gradient to Engineer's details on XPS rigid insulation as void filler where required on 50mm sand layer on compacted graded hardcore

250mm reinforced insitu concrete retaining ramp wall constructed to Engineer's details and specifications.

Disabled parking spaces as per TGD Part M sec 1.1

AOVabove

AOVabove

TD 20m

TD 20m

TD

9.2

m

TD

8.4

m

TD 9.7m

TD 8.5m

TD 8

.2m

Fou

ls w

ate

r pip

e r

un to b

e c

onfirm

ed


Foul soill vent pipefrom above WC Riser


250mm reinforced insitu concrete core wall constructed to Engineer'sdetails and specifications.

--

Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:2

5

Basement Floor Plan

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 2021 : 100

-01 Basement FFL1

1

04/02 - 221

1 2 3 4 5 6 7

E

D

C

B

A

1

04/02 - 222

1

12

13

24

1

12

13

24

Natural Ventilation Duct


250mm reinforced insitu concrete core wall constructed to Engineer'sdetails and specifications with precast facade system and insulation to exterior.



AOVabove

AOVabove

103

FD60

104

FD60

106

FD60

107FD60

189

FD60

196FD60

212

FD60

267FD60

FD60

272

FD60

273

340

341

Stair Core 11

Riser A3

Stair Core 25

Riser B7

Cleaner Store9

ProtectedLobby

Ladies WC

Gents WC

DisabledWC


Natural Ventilation Duct

TD 20m

TD 11.5m

TD 15m

TD 18m



1590 4500 7000 5500 5500 5500 5550 1540

1590

5500

5500

5500

5500

1590

4945

4380 2000

2500

1800

2460

3450

4380

2600

2400

3000

7225

Double glazed window panel with thermal break anodised aluminium frame by Reynaers

Precast concrete facade panel by Techrete on 200mm non-combustible mineral wood facade insulation with EPDM vapour control layer

Curtain walling glazing and double door system to entrance by Reynaers (CW60)

Toilet Block walls to be 70mm Gyproc "C" aluminium frame stud frame as to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire rating on both sides of partition.

Aco slot drainage channel at entrance doors

Proposed Cafe

Reception

Office/Meeting Area

Layout to be confirmed


Outlin

e o

f B

ase

ment

belo

w

75mm concrete paving block in selected colour and pattern (Tobermore Airclean VS50) on 50 -100mm sand bed to provide fall to Acco drainage channels

Powder coated mild steel ventilation ground louvre with mesh backing and selected finish (Crossflow or similar)

400mm reinforced in-situ concrete floor/podium slab to Engineer's details with selected floor finish, 50mm cement screed, 80mm PIR insulation to internal side.

Internal wall face to be 70mm Gyproc "C" aluminium frame stud frame as to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire rating.

Aco slot drainage channel

2950

7150

1590

5500

5500

5500

5500

1590

1590 7000 5500 5500 5500 5550 1540


FirePanel

EXIT

EXIT

2790 3140 2300 3140 2200 3140 2470 3140 2860


2290 3140 13680 910 3140 2000 3140 8380

2590

3140

2460

3140

2850

510

3140

1850

6390

1200

1860

3140

1590

SVP

Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:2

7

Ground Floor Plan

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 203

1 : 100

00 Ground FFL1

1

04/02 - 221

1 2 3 4 5 6 7

E

D

C

B

A

1

04/02 - 222

1

12

13

24

1

12

13

24








Ladies WC

Gents WC

Disabled

WC

Protected

Lobby

EXIT

EXIT

AOVabove

AOVabove


4500 7000 5500 5500 5500 5550

5500

5500

5500

5500

SVP

1

12

13

24

300 x 300mm reinforced in-situ concrete columns to Engineer's details




Double glazed window panel with thermal break anodised aluminium frame supplied and installed by Reynaers

Precast concrete facade panels by Techrete on 200mm non-combustible mineral wool (RockWool Duo Slab) with EPDM vapour control layer. Internal wall face to be 70mm Gyproc "C" aluminium frame stud frame installed to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire rating.




Raised access floor system (Kingspan RM600) with priority pelestals and selected finish 150mm service void fitted to manufacturer's specification on 75mm reinforced structural screed floor on 200mm precast hollowcore floor slabs supported on structural reinforced concrete beams all to Engineer's details

Stair Core13

Cleaners Store14

Riser A15

Stair Core 217

Riser B18

Open Plan Office

TD 20m

TD 11.5mTD 15m

TD 18m

TD 25.5m

TD 1

2.5m



111.83°

Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:2

7

Second Floor Plan

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 206

1 : 100

02 Second FFL1

-

-

-

-

- -

-

-

1

04/02 - 221

1 2 3 4 5 6 7

E

D

C

B

A

1

04/02 - 222

1

12

13

24









EXIT


Ladies WC

Gents WC

Disabled

WC

Protected

Lobby

--


SVP

AOVabove

Stair Core 110

Cleaner Store11

Riser A12

Office AreaRaised access floor system (Kingspan RM600) with priority pelestals and selected finish 150mm service void fitted to manufacturer's specification on 75mm reinforced structural screed floor on 200mm precast hollowcore floor slabs supported on structural reinforced concrete beams all to Engineer's details

TD 17m

1500 4500 7000 5500 430

1500

5500

5500

1500

RWDP

RWDP


Aco slot drainage channel at entrance doors

50mm concrete paving slabs in selected colour and pattern (Tobermore Airclean VS50) with open joins on filter fleece layer on proprietary support drainage board (Bauder DS650) on waterproof membrane on 85mm XPSrigid insulation under paved area

1:60 surface drainage fall achieved in structural screed on 200mm precast hollow floor slabs to Engineer's detail

Extension Green Roof Area:Finish growing surface on WB vegitation matting on 100mm Extensive/Biodiverse substrate layer on filteration fleece membrane on water storage/ drainage layer (Bauder DSE20) to fall to boundary edges on polyester/polypropylene fibre protective layer

Automatically opening louvred smoke vent (Crossflow Eura)connected to building fire alarm panel installed by specialist

Roof Terrace and Green Roof Area

Flat roof bitimen capping sheet adhered to reinforced PVC underlayer membrane on PIR tapered foil backed insulation to 1:60 drainage fall on self-adhesive bitumen air & vapour control layer with foil facing (Bauder Thermofol PVC System)75mm reinforced structural screed floor on 200mm precast hollowcore floor slabs supported on structural reinforced concrete beams all to Engineer's details

Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:2

8

Fifth Floor Plan

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 208

1 : 100

05 Fifth FFL1

00 Ground FFL

28700

01 First FFL

32300

02 Second FFL

35900

03 Third FFL

39500

04 Forth FFL

43100

05 Fifth FFL

46700

06 Sixth FFL

50300

07 Seventh FFL

53900

08 Eighth FFL

57500

EDCBA

09 Top of Core

60100













NaturalVentilation

Duct A

300mm Reinforced in-situ Concrete basement wall to Engineer's Details with a Bitimen Waterproofing Self-adhesive Tanking Membrane (Proofex 3000 or similar) installed to manufacture' details and spectication.100mm XPS water resistant rigid insulation as protective layer to face oftanking membrane.





50mm concrete paving slabs in selected colour and pattern (Tobermore Airclean VS50) with open joins on filter fleece layer on proprietary support drainage board (Bauder DS650) on waterproof membrane on 85mm XPSrigid insulation under paved area1:60 surface drainage fall achieved in structural screed on 200mm precast hollow floor slabs to Engineer's detail


Office Area

Office Area

Office Area

Office Area

Office Area

Office Area

Office Area

Meeting AreaReceptionCafe Area

Basement Car Park

PV Solar panels (Activ8) on flat roof mounting brackets supplied and installed by specialist at an incline angle of 35 degrees facing due SouthCabling and Invertor to M&E Engineer's details

3325

3175

3175

3175

3175

3175

3175

3175

2975

2825

2825

2825

2825

2825

2825

2825



Reinforced concrete Pile and Pad foundationto engineers specifications.

Permeable ground drain connected to surface water drainage sumpprotected to geotech filter layer all bedded in grade water gravel

Proprietry PVC internal day joint Waterbar (Sika PVC-P NB Type A)

EPDM waterproofing layer adhered to concrete elements. EDPM paint to face of concrete structural elements applied in accordance with manufacturer's specification (Giscolene F membrane, Giscos FS-011 Adhesive & Ultraflex Liquid Waterproofing)

Parapet upstand wrapped with EPDM waterproofing layer to adhered to concretesurface in accordance with supplier's spec, joints lapped and sealed with mineral wool insulation (Rockwool Duo Slab) surroundCement render board (Weber) to inner face with flat roof membrane dressed upPrecast concrete parapet panel by Techrete with stainless steel railing

Mineral wool fire stop strip

Cast in-situ reinforce concrete cantilever bean and upstand to Engineer's detail

Parapet upstand wrapped with EPDM waterproofing layer to adhered to concretesurface in accordance with supplier's spec, joints lapped and sealed with mineral wool insulation (Rockwool Duo Slab) surroundPrecast concrete parapet panel by Techrete with stainless steel railing

Flat roof bitimen capping sheet adhered to reinforced PVC underlayer membrane on PIR tapered foil backed insulation to 1:60 drainage fall on self-adhesive bitumen air & vapour control layer with foil facing (Bauder Thermofol PVC System)75mm reinforced structural screed floor on 200mm precast hollowcore floor slabs supported on structural reinforced concrete beams all to Engineer's detailsza


Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:2

9

Section A-A

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 221

1 : 100

Section A-A1

00 Ground FFL

28700

01 First FFL

32300

-02 Top Found

25500

1

04/02 - 221

02 Second FFL

35900

-01 Basement FFL

26000

03 Third FFL

39500

04 Forth FFL

43100

05 Fifth FFL

46700

06 Sixth FFL

50300

07 Seventh FFL

53900

08 Eighth FFL

57500

1 2 3 4 5 67

09 Top of Core

60100










Natural Ventilation Duct A 300mm Reinforced in-situ Concrete basement wall to Engineer's Details with a Bitimen Waterproofing Self-adhesive Tanking Membrane (Proofex 3000or similar) installed to manufacture' details and spectication.100mm XPS water resistant rigid insulation as protective layer to face oftanking membrane.




50mm concrete paving slabs in selected colour and pattern (Tobermore Airclean VS50) with open joins on filter fleece layer on proprietary support drainage board (Bauder DS650) on waterproof membrane on 85mm XPSrigid insulation under paved area1:60 surface drainage fall achieved in structural screed on 200mm precast hollow floor slabs to Engineer's detail


Office Area

Office Area

Office Area

Office Area

Meeting AreaReception

Basement Car Park

Office Area

Office Area

Office Area

Office Area

Reinforced in-situ concrete basement ramp at 1:10 gradient to Engineer's details on XPS rigid insulation as void filler where required on 50mm sand layer on compacted graded hardcore250mm reinforced insitu concrete retaining ramp wall constructed to Engineer's details and specifications.

Flat Roof AreaGreen Roof Area

3025

3175

3175

3175

3175

2875

2875

2875

2875

2150







Scale

Checked by

Drawn by

Date

Project number

1 : 100

19/0

3/2

020

12:1

9:3

0

Section B-B

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

Staff

04/02 - 222

1 : 100

Section B-B1

00 Ground FFL

28700

01 First FFL

32300

02 Second FFL

35900

03 Third FFL

39500

04 Forth FFL

43100

05 Fifth FFL

46700

06 Sixth FFL

50300

07 Seven FFL

53900

08 Eight FFL

57500

09 Top of Core

60100

A B C D E


Precast concrete facade parapet by Techrete





00 Ground FFL28700

01 First FFL32300

02 Second FFL35900

03 Third FFL39500

04 Forth FFL43100

05 Fifth FFL46700

06 Sixth FFL50300

07 Seven FFL53900

08 Eight FFL57500

09 Top of Core

60100

1 2 3 4 5 6 7







00 Ground FFL

28700

01 First FFL

32300

02 Second FFL

35900

03 Third FFL

39500

04 Forth FFL

43100

05 Fifth FFL

46700

06 Sixth FFL

50300

07 Seven FFL

53900

08 Eight FFL

57500

09 Top of Core

60100

1234567





00 Ground FFL

28700

01 First FFL

32300

02 Second FFL

35900

03 Third FFL

39500

04 Forth FFL

43100

05 Fifth FFL

46700

06 Sixth FFL

50300

07 Seven FFL

53900

08 Eight FFL

57500

09 Top of Core

60100

ABCDE




Scale

Checked by

Drawn by

Date

Project number

1 : 200

19/0

3/2

020

12:1

9:3

1

Elevations

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

TU Staff

04/02 - 223

1 : 200

West Elevation1

1 : 200

South Elevation2

1 : 200

North Elevation3

1 : 200

East Elevation4

2

04/02 - 231

Sim

1

04/02 - 231

Sim

3

04/02 - 231

Sim

4

04/02 - 231

Sim

1

04/02 - 232

Sim

4

04/02 - 232

Sim

3

04/02 - 232

Sim


Powder coated mild steel ventilation ground louvre with mesh backing and selected finish and aluminum louvre with mesh backing to car park ope (Crossflow or similar)




NaturalVentilation

Duct B



Office Area

ReceptionCafe Area

Basement Car Park







Precast concrete facade panels by Techrete on 200mm non-combustible mineral wool (RockWool Duo Slab) with EPDM vapour control layer. Internal wall face to be 70mm Gyproc "C" aluminium frame stud frame installed to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire rating



50mm concrete paving slabs in selected colour and pattern (Tobermore Airclean VS50) with open joins on filter fleece layer on proprietary support drainage board (Bauder DS650) on waterproof membrane on 85mm XPS rigid insulation under paved area1:60 surface drainage fall achieved in structural screed on 200mm precast hollow floor slabs to Engineer's detail


Reinforced concrete Pile and Pad foundationto engineers specifications.

Office Area



Mild steel facade fixing angles and connections as per precast concrete facade supplier details and Engineer's confirmation



Internal wall face to be 70mm Gyproc "C" aluminium frame stud frame installed to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire rating.


300mm Reinforced in-situ Concrete basement wall to Engineer's Details with a Bitimen Waterproofing Self-adhesive Tanking Membrane (Proofex 3000 or similar) installed to manufacture' details and spectication.100mm XPS water resistant rigid insulation as protective layer to face of tanking membrane.









Parapet upstand wrapped with EPDM waterproofing layer to adhered to concretesurface in accordance with supplier's spec, joints lapped and sealed with mineral wool insulation (Rockwool Duo Slab) surroundPrecast concrete parapet panel by Techrete with stainless steel railing


PV Solar panels (Activ8) on flat roof mounting brackets supplied and installed by specialist at an incline angle of 35 degrees facing due SouthCabling and Invertor to M&E Engineer's detailsFall prevention cable system by specialist with roofing membrane dress

up under weathering cap profile

Two part flat roof rain water down pipe with roofing membrane dress down and sealed as per manufacturer's details

EPDM waterproofing layer adhered to concrete element in accordance with manufacturer's specification (Giscolene F membrane, Giscos FS-011 Adhesive) EPDM adhered to soffit with mineral wool slabs mechanically fixed to soffit. Plank & soffit aluminium rainscreen fixed to supporting brackets and carrier rails thru insulation to manufacturer's details

2

04/02 - 232

Sim

Office Area

Office Area

Scale

Checked by

Drawn by

Date

Project number

1 : 50

19/0

3/2

020

12:1

9:3

2

Key Reference Section

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

TU Staff

04/02 - 230

1 : 50

Contiguous Section1




Parapet upstand wrapped with EPDM waterproofing layer to adhered to concrete surface in accordance with supplier's spec, joints lapped and sealed with mineral wool insulation (Rockwool Duo Slab) surround Precast concrete parapet panel by Techrete with stainless steel railing

Fall prevention cable system by specialist with roofing membrane dress up under weathering cap profile









Internal ceiling to be 70mm Gyproc "C" aluminium frame stud frame installed to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire ratingmineral wool slabs mechanically fixed to concrete element soffit







Flexible mastic sealant to selected colour with2no. ruberised waterbar strips to seal joint

EPDM taped adhered to sealed concrete element anddressed down and out over top of glazed frame. additional DPCstrip over sealed to under side of facade panel

Airtightness tape sealed around window frame and internal partition

Powder coated profiled weather strip and drip sealed with mastic seals






EPDM taped adhered to sealed concrete element anddressed down and out bottom of facade panel sealed in place

Airtightness tape sealed around window frame and internal partition


Raised access floor system (Kingspan RM600) with priority pelestals and selected finish 150mm service void fitted to manufacturer's specification


Use only proprietary fixings and brackets to inside face of facade. All to manufacturer's details and specification.

PIR insulation strip and selected window board with airtightness tape to glazing frame and sealed joint

2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire ratingmineral wool slabs mechanically fixed to concrete element


EPDM adhered to soffit with mineral wool slabs mechanically fixed to soffit. Plank & soffit aluminium rainscreen fixed to supporting brackets and carrier rails thru insulation to manufacturer's details

EPDM waterproofing layer adhered to concrete element in accordance with manufacturer's specification (Giscolene F membrane, Giscos FS-011 Adhesive)

Precast concrete facade panels by Techrete on 200mm non-combustible mineral wool (RockWool Duo Slab) mechanically fixed to concrete face

EDPM paint to face of concrete structural elements applied in accordance with manufacturer's specification (Ultraflex Liquid Waterproofing)




Internal ceiling to be 70mm Gyproc "C" aluminium frame stud frame installed to manufacturer's specification with 2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire ratingmineral wool slabs mechanically fixed to concrete element soffit



EPDM taped adhered to sealed concrete element anddressed down and out over top of glazed frame with additional DPC strip over sealed to under side of facade panel

Airtightness tape sealed around window frame and internal partit ion






PIR insulation strip and selected window board with airtightness tape to glazing frame and sealed joint

2 layers of 15mm Gyproc "Fireline" board staggered, taped and slimmed joints to achieve 1 hour fire ratingmineral wool slabs mechanically fixed to concrete element

Scale

Checked by

Drawn by

Date

Project number

1 : 10

19/0

3/2

020

12:1

9:3

2

Typical Details

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

TU Staff

04/02 - 231

1 : 10

Flat Roof Parapet Detail1

1 : 10

Roof Terrace Parapet Detail2

1 : 10

Ground Level Entrance Soffit Detail4

1 : 10

Typical Window & Cill Detail3



300mm Reinforced in-situ Concrete basement wall to Engineer's Details with a Bitimen Waterproofing Self-adhesive Tanking Membrane (Proofex 3000 or similar) installed to manufacture' details and spectication.100mm XPS water resistant rigid insulation as protective layer to face of tanking membrane.






EPDM taped adhered to sealed concrete element anddressed down and out over top of floor upstand with additional DPC strip over sealed to under side of facade panel




75mm concrete paving block in selected colour and pattern (Tobermore Airclean VS50) on 50 -100mm sand bed to provide fall on waterproof membrane on 400mm reinforced in-situ concrete floor/podium slab to Engineer's details

EDPM dressed down to meet tanking membrane seal at overlap




Window board with airtightness tape to glazing frame and sealed joint

Curtain walling glazing and double door system to entrance with thermally broken anodised aluminium frame (Reynaers CW60)

75mm concrete paving block in selected colour and pattern (Tobermore Airclean VS50) on 50 -100mm sand bed to provide fall on waterproof membrane on 400mm reinforced in-situ concrete floor/podium slab to Engineer's details

Non-combustible foil faced both side mineral wool slabs mechanically fixed to soffitto manufacturer's details


Aco drainage slot channels connected to surface water drainage system

Mild steel threshold support bracketwith PIR insulation inserted on site

Waterproofing membrane dressed up and under door threshold with DPC strip dressed into Aco slot drain

Reynaers CW60 curtain walling system. Aluminium frame with double glazed panels. Use only proprietary fixings to structural member. All to manufacturer's details and specification.

EPDM adhered to concrete soffit as per manufacturer's spec

Raised access floor system (Kingspan RM600) with priority pelestals and selected finish 150mm service void fitted to manufacturer's specification

Plank & soffit aluminium rainscreen fixed to supporting brackets and carrier rails thru insulation to manufacturer's details

75mm reinforced structural screed floor on 200mm precast hollowcore floor slabs supported on structural reinforced concrete beams all to Engineer's details

180mm mineral wool insulation slabs (Rainscreen Duo) mechanically fixed to soffit.

EPDM dressed down with DPC strip to top of frame and airtightness tape to soffit

Proprietry insulated spandral panel

Curtain walling glazing and double door system to entrance with thermally broken anodised aluminium frame (Reynaers CW60)

Mild steel threshold support bracketwith PIR insulation inserted on site

Waterproofing membrane dressed up and under door threshold with DPC strip dressed into Aco slot drain



Non-combustible foil faced both side mineral wool slabs mechanically fixed to floor slab soffitto manufacturer's details with 2 layers of 15mm Gyproc "Fireline" ceiling board staggered, taped and slimmed joints to achieve 1 hour fire rating.

Scale

Checked by

Drawn by

Date

Project number

1 : 10

19/0

3/2

020

12:1

9:3

3

Typical Details

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

TU Staff

04/02 - 2321 : 10

Ground Floor to Basement Tanking Detail1 1 : 10

Ground Floor Threshold Detail4

1 : 10

Ground Floor Door Head Detail3

1 : 10

Roof Terrace Threshold Detail2

145

2440

145

2730

125 655 3120 125 1475

5500

125 615 3155 125 1475

5500

1030

2425

1015

4470

125 605 4660 125 1475

6985

125 605 4660 125 1475

6985

Parapet Return Left Long Parapet Short Parapet Parapet Return Right

Bordered Corner RightBordered Regular Glazed PanelBordered Long Glazed PanelBordered Corner Left

Corner Return Long Glazed Panel Regular Glazed Panel Corner Return

Bordered Corner RightBordered Regular Glazed PanelBordered Long Glazed PanelBordered Corner Left

Scale

Checked by

Drawn by

Date

Project number

As indicated

19/0

3/2

020

12:1

9:3

3

Facade Panel Study

TDS2200 02


DT175 02

19th March 2020

Aidan McKenna

TU Staff

04/02 - 240

1 : 50

Facade Layout1

1 : 100

Facade 3D Study2

1 : 10

Facade Connection3

PROJECT 2RESEARCH

AIDAN MCKENNA

STARTING OFF

Following the issuing of the project brief I start

to figure out the basic structure, deciding on

structural grids, span distances and

directions, floor slab shapes and levels.

Starting with a basic sketch, then moving onto

a more rigid line drawing with a little more

detail so further decisions can be made.

Using research and knowledge gained

from our previous projects on site

servicing and utilisation, and precast

concrete structural analysis, the process

of developing a building begins.

FAÇADE RESEARCH Using case studies from Detail Magazine I focused in a façade concept. The

building I used as my primary source is a student accommodation block in

Eindhoven, Netherlands. The building is entirely prefabricated using a load-

bearing concrete façade.

KEEP DRAWING Once a façade concept was decided on it was time to figure out how to

adapt it to this projects building form. It took a lot of doodling, sketching

and paper to come up with a workable pattern.

WHAT ABOUT THE SITE?Working out the elevation treatment can’t be done in isolation.

How the build fits and works on the site also needs consideration.

TIME FOR THE DETAILING

Once the basic plans and concepts are in place it’s time to

figuring out how the build is to be constructed.

Considering all the elements, joining them together in a

robust fashion while all the time mindful of guidelines,

standards and regulations. It’s quit a challenge!

Again lots of sketching, drawing and focusing on the

details.

TOP AND TAILConsidering the major details such as the basement and parapet, waterproofing and

insulating is key. Preventing ground water egress into the basement using a tanking

membrane and ground drainage while minimising cold bridging and dampness getting

into the building at the parapet level.

ENTRANCE AND CORE

Designing a layout for the stairs and lift core

was an interesting exercise. Balancing the size

and usability of this area, while considering the

regulations and requirements is quite a

balancing act. I was surprised at how much

area had to be give over.

Entrance thresholds are prone to problems.

Keeping the build’s thermal envelope

continuous at this point, minimising the

likelihood of water coming into the building and

making the threshold robust to handle heavy

footage are all challenges in this area.

SOMEWHERE TO RELAXThe project brief called for a Green Roof terrace for people to step

outside and relax in the fresh air. Dealing with the various building

levels and constraints, whilst providing the appropriate drainage,

thermal and moisture protection meant I couldn’t relax.

AND NOW TO REVITIt is only when you start to model your

project that you appreciate the time spend

sketching and working out the various

elements and details. It’s time well spent.

THE END

I would just like to thank the design studio staff for their guidance, support and feedback.

The library staff and the facility. And Detail Magazine for the inspiration and vagueness.

Aidan McKenna

DT175-2 TECH 2200 Project 2

Documents

TDS PROJECT 2 -Concrete...DT175 -2 TDS PROJECT 2 -Concrete Aidan McKenna D19124287 March 2020 TDS Project 2 - Concrete, Sheet List. Count Sheet Number Sheet Name 1 04/02 - 101 Cover