Primary Healthcare Building.compressed

BSc Architectural Technology – Year 3

Technical Design and Detailing - BIM

Project No.3

Thesis – Primary Healthcare Clinic

Mark Grincell - C00162901

BSc Architectural Technology – Year 3Technical Design and Detailing - BIMProject No.3Thesis – Primary Healthcare ClinicMark Grincell - C00162901

Secion 1 - Plans:Site Plan MG102Site 3D MG103Ground Floor Plan MG104First / Seconf Floor Plan MG105Underground Parking Plan MG106

Secion 2 - Elevations:Elevations North/East MG107Elevatons South/West MG108Elevations West Wing MG109Elevation East Wing MG109Elevation Main Entrance MG109

Secion 3 - Detail Sections / 3D SectionsSections AA + BB + EE MG110Sections CC + DD + GG MG1113D Sections AA + BB MG1123D Sections EE + GG MG113

Secion 4 - Details:Detail -1+2+3 MG114Detail - 4+5+6 MG115Detail - 7+8+9+10 MG116Detail -11+12+13 MG117Detail - 14+15 MG118Detail - 16+17 MG119Detail - 18+19 MG120Detail - 20+21+22 MG121Detail - 23+24+25 MG122

Secion 4 -Building Regulation MG123Building Regulation MG124Sustanibility Sheet MG125Office+Room Layout / Finish MG126Office Services Layout MEP MG127

List of Details:Detail 1 - Fiber Cement Panel - ParapetDetail 2 - Fiber Cement Panel - Floor JunctionDetail 3 - Fiber Cement Panel - Head+CillDetail 4 - Fiber Cement Panel - Corner JunctionDetail 5 - Fiber Cement Panel - Cherry Cladding JunctionDetail 6 - Fiber Cement Panel - Concrete Wall JunctionDetail 7 - Cherry Vertical Cladding - BaseDetail 8 - Cherry Vertical Cladding - CillDetail 9 - Cherry Vertical Cladding - HeadDetail 10 - Cherry Vertical Cladding - Roof JunctionDetail 11 - Curtain Wall - Door CillDetail 12 - Curtain Wall - Door HeadDetail 13 - Curtain Wall - Roof JunctionDetail 14 - Euroseam Aluminium Roof - Panel JunctionDetail 15 - Euroseam Aluminium Roof - Cladding JunctionDetail 16 - Front Column/Louvers - Base ConnectionDetail 17 - Front Column/Louvers - Top ConnectionDetail 18 - Basment - FoundationDetail 19 - Basment - Ground Floor JunctionDetail 20 - Flat Roof/ Glazing - HeadDetail 21 - Flat Roof/ Glazing - CillDetail 22 - SlylightDetail 23 - Main Stairs - LandingDetail 24 - Main Stairs - Mid Floor JunctionDetail 25 - Main Stairs - GF Junction

Existing EntranceTo be used as Entrance ONLY

Native Deciduous TreesTo line the Boundary Wall

Existing Walkway to beRetained and Refurbished usingCobble-lock Stone Work

UnusedEntrance to beused as ExitONLY

180 Car Parking Spaces in TotalIn accordance with TGD-M andMetric Handbook

Existing Building

Existing Private Parking

Yield Sign

Turning Area/Roundabout andExit

Staff AirparkEntrance

Zebra Crossing forPedestrianswith Amber lights andRailings

Disabled Parking and Mother and Child Parking

Yield Sign

Flat Concrete Roof Slopedtowards Gutter.

Euroseam Aluminium Roofhas Gutters at both sides ofthe Roof.

- Down Pipes at Spacing of10000mm

Downpipes leads down toground and to a soak away.

Downpipes from GutterLead to the Flat Roofwhere it flows down toSecond Gutter

Down Pipes to beplaced along WindowMullions

Downpipe to run in the HollowSupport Beam.

Downpipes from Gutter Lead to the FlatRoof where it flows down to SecondGutter

Downpipes leads down to ground andto a soak away.

Roof to be Slanted to aid the flow of rainwaterTo be Take down to ground and to Soak away

Roof to be Slanted to aid the flow of rainwaterTo be Take down to ground and to Soak away

Scale

Checked by

Drawn by

Date

Project number

Technical Design andDetailing Year 3

Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:1

3:5

8

Site Plan

No.3

30-04-2014

MG102

1 : 1000

Site Plan1

Construction Specs:

External Wall:Tegral Equitone Natura FibercementBoard, Secret Fix. (303mm)

Internal Wall:Gypson slab, Steel Stud. (100mm)

Hollowcore Slab:Hollowcore Slab with Structural Screed.Finish will vary through out. (235mm)NB:Engineers Specs

Concrete Slab:Ground baring Concrete Slab withKingspan Kooltherm Insulation (290mm)

Glazing / Windows:APA Window System ST80 Tilt and Turn,Frame 80mm U-Value:0.6

Curtain Walling:APA Facade System Facade TB50Frame: 60mm Thick

Curved Aluminum Roof:Euroseam ES400 Aluminum Sheeting.Standing Seam. Rockwool InsulationSupported by Structural Beam (570mm)

Concrete Flat Roof:Hollowcore Slab (Slab to Hollowcore to beto Engineers Specs), Structural ConcreteScreed, Kingspan Kooltherm InsulationSlab, Waterproof Membrane, Screed.(435mm)

Site MAP 1:2000

The Barrow River

Main Road:Dublin Road

Co.Carlow Train Station

Existing Hospital

Main Road:Athy Road

Exisiting Entrance to SiteIn Full Use

Old Exit to Dublin RoadNot in Use

Existing Carparking Area

Existing Grotto

Array of Trees Along theRear of Site + Walkway

Cluster of Trees on Site

Boundry Wall

North

Legend: Site Map

Site Boundry Outline

Existing Building Outline

Traffic Direction

Vegitation (Various)

Storm Water Drainage Pipes

Site MAP 1:5000

The Site is located on the Athy Road, Carlow. On the grounds of St’Dympna'sHospital. The hospital provides 115 beds, offering both acute and long-staycare. Services include out-patient clinics, day care facilities, addictioncounselling, and a community hostel.

1 : 300

Roof Plan - Graywater Managment3

Exit Only Barrier Operated System

Entrance and Exit forExisting Car Park

Existing Car Park

Existing Hospital

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

1 : 1

29/0

4/2

014

12:0

0:4

0

Site 3D

No.3

30-04-2014

MG103

3D Site1

Construction Specs:




Concrete Slab:Ground baring Concrete Slab withKingspan Kooltherm Insulation(290mm)

Glazing / Windows:APA Window System ST80 Tilt andTurn, Frame 80mm U-Value:0.6



Concrete Flat Roof:Hollowcore Slab (Slab to Hollowcore tobe to Engineers Specs), StructuralConcrete Screed, Kingspan KoolthermInsulation Slab, Waterproof Membrane,Screed. (435mm)

1 : 1

Underground Entrance2

1 : 1

Car Park Arial31 : 1

Front Arial4

The Carpark in total have a capacity of 180 Spaces. There is 3 DisabledParking spaces directly at the Entance of the Building.All the Spaces apply to the Building Regulation and and drawn from theMetric HandbookThe one way System will ease the flow of traffic and make the facilitie safewhen in full opperation

The Underground Parking will be for staff only there is a twoway sytem in opperation. There is Natural Ventilaion as there ina half basment design incorperated. The Slope is 1:6. Therewill be a Barrier/ Fob System in opperation to avoid any visitorsentering the area.

On approch to the Entance of the Primary Healthcare Facility there is spacesfor Mother and Child and three Disabled Spaces.There is a one way System in Opperation here that consists of a roundaboutto aid in turning.

UP

UP

UP

UPDN

UP

C

B

A

12

3

4

5

6

78

9

10 11

6680

1.253°

1.421°

1.845°

1.845°

1.845°

1.845°

1.845°1.772°

Q

P

O

161718202122

23

24

25

D

E

F

G

K

L

M

6578 5682 6076 52575985

5300

7700

5300

5975

1725

5283

7495

6000

6797

1

MG110

2

MG110

2

MG111

1

MG111

3

MG110

18 m²Speech Thearpy

12

28 m²Book TR Rm

13

27 m²Book TR Rm

14

16 m²Speach Thearpy

16

37 m²Hallway

15

100 m²Pharmacy

38

238 m²Layout TBA

37

20 m²Office

32

71 m²Room TBA

25

8 m²WC28

13 m²WC29

14 m²Room TBA

30

19 m²Child Health

11

18 m²Bookable Rm

1017 m²

Book TR Rm9 7 m²

Storage8

42 m²Hallway

22

19 m²Phycology

17

22 m²Wound Clinic

1818 m²

Examination19

19 m²Wound Clinic

20 12 m²Medical Storage

2133 m²

Family Room24

71 m²Hallway

1

45 m²Hallway

23

18 m²Sound Proof Room

7 18 m²Child Health

6 17 m²Bookable Room

5 17 m²Bookable Room

4 24 m²Community Welfare Room

3

5 m²Storage

2

Room TBA26

Room TBA27

38 m²Room TBA

36

47 m²Room TBA

35

18 m²Hall31

15 m²Office

33

5 m²Store

34

5085

1710

Clear Area (Fire)

Concrete Footpath 2000mm

Concrete Footpath 2000mm

Stairs for Maintenance of Half-Basement

3 Disabled Parking SpacesCloset to Entrance of Building

ConcreteCrib forRetainingof Soil

Concrete Cribfor Retainingof Soil

Ramp to Basement 1:6

G03

G02

G01

G04

G06

G16

G29

G37

G26

G05G08

G07G09

G11G12

G15

G22

G28G32

G33

G35

G36G34

G31G30

G27

G17

G14G13

G10

G40 G48

G45

G47

G46

G43

G42

G41G23

G24

G25

G18

G19

G20G21

G50

G51

G55 G54

G52

G53

G44G39

G49

G38

Canteen Area

Waiting AreaReception

818 1030 970 2030 1970 1030 1970 2030 1970 1030 970 3030 2970 3030 1970 1030 1970 2030 1557

12 13 14 15

6680 6685 6680 6680

34

03

03

01

93

04

02

03

09

70

10

30

97

02

03

06

30

53

00

37

00

13

95

10

30

97

02

03

09

70

20

30

97

01

03

08

50

16

89

82

57

5

377 4030 1275 695 4030 1351 634 4015 608

1155 1030 970 2030 1393

1138

1030

1970

1030

1629

341

2030

970

2030

629

1576

3030

677

308

2000

985

3030

1173

2320

1700

300

1700

2363

2083 1820 2082 6578 2306 1814 1563 3876 131 1820 249 1550 3707

5270

1527

6000

5682 3876 2200 1550 3707

74

81

55

19

5208 868 5257

6680 3088 2642 950 1406 2000 3280 213 3741 2503 223 6680

1

MG124

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

1 : 200

29/0

4/2

014

12:0

3:2

5

Ground Floor Plan

No.3

30-04-2014

MG104

1 : 200

Level 0 Ground Floor Level1

Wall Construction External:Outside to Inside

- Fibercement Board 12mm (Tegral - Equitone Natura) Secret Fix1000mmx2000mm Panels- Secured to Vertical Carrier Rail System 150mm 600 c/c- Vertical Carrier Rail System Held by Wallbracket Wall Bracketsecured to Cement Board 15mm- Horizontal Channel System 150mm Secured to Steel Column- Rockwool Insulation 150mm thick packed between the ChannelSystem- Gypson Board 15mm Held by Vertical Omega Brackets OmegaBrackets provide 30mm Cavity for Services

Wall Construction Internal:

All Internal Walls are the same build up, they all will be fire ratedGypson Board and sound proofed where necessary.

-Gypson Board 12.5mm-Steel Stud 75mm Cavity-Gypson Board 12.5mm

Floor Construction Hollowcore:Top to Bottom

Slabs to be Suspend on Steel I Beams, 100mm Bearing, GalvanizedSteel Edge to be secured to Beam to Hold in the Screed.

- 75mm of Concrete Screed- 160mm Hollowcore Slab 1200mm (Slab to Hollowcore to be toEngineers Specs)- 600mm Void to be used as Service Area below Hollowcore Floor- Suspended Ceiling 35mm x 600mm x 600mm Slabs

Floor Construction Slab:Top to Bottom

The Ground Floor Slab will be on the East Side of the building.The Kingspan Insulation will run under the concrete slab and beextended up to meet the external Rockwool Insulation in theExternal Wall.

- 75mm Structural Concrete Screed- 125mm Concrete Structural Slab- Radon Barrier- 90mm Kingspan Kooltherm Insulation- 100mm Sand Blinding- Hardcore (Site Ground)

Floor Finishes Specs:Floor Finishes will vary in the building:- Carpet- Hard Wood- Linoleum

They all will be no more then 15mm thick.All finishes will be Non-Slip Surface and will have no hindrance toWheelchair user.

Roof Construction - Curved Aluminum:Outside to Inside

The Curved Aluminum Roof (Euroseam) will be supported by thesteel structure. The curved roof will be along the back of thebuilding.

- Euroseam ES400 Aluminum Sheeting. Standing Seam.- 200mm Rockwool Insulation- Vapor Membrane-15mm Plywood Sheeting secured to Steel Channel.- 50mm x 50mm Channel System 300mm c/c- 305mm x 350mm Structure Beam Curved (To Engineers Specs)

Walkable Roof Construction - Concrete:Outside to Inside

The Concrete Roof Will be constructed to bewalkable, the construction will be a screed followedSlabs to be Suspend on Steel I Beams, 100mmBearing, Galvanized Steel Edge to be secured toBeam to Hold in the Screed. The Roof will besloped at 3 points towards gulleys for Drainage.

- 50mm Concrete Screen (Walking Section)- 50mm Decking- Waterproof Membrane- 150mm Kingspan Kooltherm Insulation Slab- 75mm of Structural Concrete Screed- 160mm Hollowcore Slab 1200mm (Slab toHollowcore to be to Engineers Specs)

Curtain Walling Specs:

APA Facade System Facade TB50

The use of multiple polyamide strips and threegasket barriers achieve a thermal enhancement,which helps to maintain a low U Value rating foryour facade design. The insert sash and glasspanels are retained in place by means of toggles,which is then covered in a silicone seal keeping theoverall aesthetic, look of the facade.

- Frame 60mm- Water tightness : 600 Pa (class R7) (EN 12155,EN 12154)- Wind load resistance : 2200 Pa (EN 12179, EN13166)

Windows / Glazing Specs:

APA Window System

This ST80 tilt & turn window and door system was designedusing modern thermal evaluation software to meet today’sextreme performance requirements of low U values.

- Frame 80mm- Thermal insulation :0.6Wm²K a- Water tightness : 1050 Pa (class R7) (EN 12155, EN12154)- Wind load resistance : 2200 Pa (EN 12179, EN 13166)

Internal Door Specs:

Vicaima / Portaro E130 Inverse

Door- Wooden rail structure (EN 942 Standard)- Chipboard interior (EN 13986 Standard)- CPL or HPL finish (EN 438 Standard)- PVC lipping on the whole perimeter of the door- Stainless steel “Yale” type lock with CE mark (EN 12209Standard)- Fixing screws Class 4 corrosion resistant (EN 1670Standard)

Frame- Dense plywood structure (EN 13986 Standard)- Rebate and rounded architraves in dense plywood (EN13986 Standard)- Intumescent seals – CPL finish (EN 438 Standard)- 3,7” Stainless steel hinges and CE mark (EN 1935Standard)

External Door Specs:

APA System ST80 Rebate DoorThe ST80 rebate door system was designed usingmodern thermal evaluation software to meet today’sextreme performance requirements of low U values.Integrated fanlights and sidelights can be included in thedesign of the ST80 Rebate Door. All doors are internallybeaded for extra security.

- Acoustic Properties Tested to 40dB- Fully tested up to 600pa for water and air- Internally beaded for extra security- Fitted with a fully weathered dedicated meeting style fordouble doors- Multipoint locking, 8mm rebate cover

North

Ground Floor - Door Schedule

Description Count Height Width

Internal Single Door 40 2400 910

Internal Single Door - 60Min Fire Rated 1 2400 1010

Internal Double Door 11 2400 1820

External Double Door- Glass CW 3

Grand total: 55

Ground Floor - Room Schedule

Name Number Area

Hallway 1 71 m²

Storage 2 5 m²

CommunityWelfare Room

3 24 m²

Bookable Room 4 17 m²

Bookable Room 5 17 m²

Child Health 6 18 m²

Sound ProofRoom

7 18 m²

Storage 8 7 m²

Book TR Rm 9 17 m²

Bookable Rm 10 18 m²

Child Health 11 19 m²

Speech Thearpy 12 18 m²

Book TR Rm 13 28 m²

Book TR Rm 14 27 m²

Hallway 15 37 m²

Speach Thearpy 16 16 m²

Phycology 17 19 m²

Wound Clinic 18 22 m²

Examination 19 18 m²

Wound Clinic 20 19 m²

Medical Storage 21 12 m²

Hallway 22 42 m²

Hallway 23 45 m²

Family Room 24 33 m²

Room TBA 25 71 m²

Room TBA 26 82 m²

Room TBA 27 87 m²

WC 28 8 m²

WC 29 13 m²

Room TBA 30 14 m²

Hall 31 18 m²

Office 32 20 m²

Office 33 15 m²

Store 34 5 m²

Room TBA 35 47 m²

Room TBA 36 38 m²

Layout TBA 37 238 m²

Pharmacy 38 100 m²

Ground Floor - Window Schedule

Description Type Count Keynote

APA ST80 Tilt and Turn DoubleGlazedUnit GF

334 Thermalinsulation

:0.6Wm²K a

Grand total: 334

1800

DN

DN

DN

UPDN

UP

DN

C

B

A

10 11

Q

P

O

161718202122

23

24

25

D

E

FG

K

L

M -

SF01

SF02

SF11

SF12

SF25

SF22SF21

SF05SF03

SF07SF08

SF10

SF04

SF06

SF09

SF20SF19

SF13

SF14

SF15

SF16SF17

SF18

SF23

SF24

SF26

SF42

SF28

SF29

SF30 SF31

SF32

SF33 SF41

SF27

SF34

SF35

SF36 SF37 SF38

SF39

SF40

160

12 13 14 15

6680 6680 6685 6680 6680

5300

7700

5085

5300

5975

1725

5985 6578 5682 6076 5257

6797

6000

5283

7495

6 m²Stairs

78

29 m²Hall81

72 m²Hall72

16 m²Room TBA

77 17 m²Room TBA

76 18 m²Room TBA

75 19 m²Room TBA

74 32 m²Room TBA

73

22 m²Room TBA

86

29 m²Room TBA

85

24 m²Room TBA

84

21 m²Room TBA

83

29 m²Room TBA

82

43 m²Hall87

91 m²Outside Lobby

79

154 m²Open Area

80

11 m²Room

89

8 m²Room

90

7 m²Room

91

16 m²Room

92

13 m²Room

93

14 m²Room

94

112 m²Room TBA

95

89 m²GP Lobby

96

17 m²Room TBA

97

17 m²Room TBA

98

5 m²Store

99

15 m²Room TBA

100

15 m²Room TBA

101

75 m²GP Lobby

10211 m²Room103

1160 2000 2000 825 1175 2000 2000 1403 597 2000 2000 1085 915 2000 2000 1161 839 2000 2418

2000

2000

2000

775

5755

2751

12

50

10

00

14

00

10

00

43

56

59

35

53

00

01

94

55

52

00

01

00

01

00

01

00

02

00

06

45

833 1000 1000 2000 1847 153 1000 2000 2000 1527 473 1000 1000 3000 1212 1788 3000 1892 1081000 2000 2000 1572

891

0 2768 3794 3206 3374 218 6685 1635 4430 615 3043 3637

6680 646218

20

51

3

964 1820 3902 1635 5045 4091 1820 769

3070

36

00

23

00

37

00

3895

27

90

21

50

C

B

A

12

3

45

67

89

10 11

Q

P

O

161718202122

23

24

25

D

E

FG

K

L

M

12 13 14 15

5300

7700

5085

5300

5975

1725

5985 6578 5682 6076 5257

6680 6680 6680 6680 6680

5283

7495

6797

6000

124 m²Open Area - Room TBA

45

104 m²Hallway

44

24 m²Room TBA

43 26 m²Room TBA

42 21 m²Room TBA

4121 m²

Room TBA40

30 m²Room TBA

39

20 m²Room TBA

4835 m²

Room TBA49

46Room TBA

78 m²

47Room TBA

32 m² 160 m²Room TBA

50162 m²

Room TBA52

101 m²Room TBA

51

78 m²Room TBA

67

15 m²Room TBA

7116 m²

Room TBA70

18 m²Room TBA

6917 m²

Room TBA68

16 m²Room TBA

63

4 m²WC65

4 m²WC66

8 m²Store

64

116 m²Lobby Area

60

25 m²Reception Office

6217 m²

Room TBA61

14 m²Room TBA

53

15 m²Room TBA

54

15 m²Room TBA

5513 m²

Room TBA56

16 m²Room TBA

57

18 m²Room TBA

58

19 m²Room TBA

59

FF01

FF08

FF06FF05

FF04FF03

FF02

FF18FF17

FF16

FF15

FF09

FF14

FF13

FF10

FF11

FF12

FF07

FF20 FF21

FF19

FF36FF33

FF22

FF42FF41

FF40FF39

FF38

FF37

FF34

FF35

FF31

FF32

FF30 FF29 FF28 FF27

FF26

FF25

FF24

FF23

833 1000 1000 2000 1847 1531000 2000 2000 1527 473 1000 1000 3000 1207 1793 3000 1887 1131000 2000 2000 1567

35

53

00

01

94

55

52

00

01

00

01

00

01

00

02

00

06

45

14

10

10

00

10

00

20

00

10

00

20

00

10

00

10

00

86

51

13

55

90

1392 2000 1000 1000290 1710 2000 1000 1000366 1634 2000 1623

1170 1000 1000 2000 1408

1153

1000

2000

1000

1644

356

2000

1000

2000

644

1591

3000

692308

2000

1000

3000

1188

6680 6680 6680 1029 5651 6680

50

85

21

9

3259

3512 3400 3076 1770 1570

40

50

13

14

53

64

15

09

10

24

91

2124 5682 4398 910 768 5257

25

00

25

81

21

9

330 2160 910330 1656 851 569 2080 910 3502860

3179

3400

218

3088

2912

2250 4328

2173

2173

3150

665

1820

665

910

400

910

2458

1928

910

500

910

1752

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:0

4:2

1

First / Second Floor Plan

No.3

30-04-2014

MG105

1 : 250

Level 2 Second Floor Level1

1 : 250

Level 1 First Floor Level2

North

1st Level - Door Schedule

Type Description Count Height Width

910 x 2110mm Internal Single Door 34 2400 910

1010 x 2110mm Internal Single Door - 60Min Fire Rated 1 2400 1010

1810 x 2110mm Internal Double Door 7 2400 1820

Grand total: 42

2nd Level - Door Schedule

Type Description Count Height Width

910 x 2110mm Internal Single Door 34 2400 910

1010 x 2110mm Internal Single Door - 60Min Fire Rated 1 2400 1010

1810 x 2110mm Internal Double Door 7 2400 1820

1810 x 2110mm 1 2400 1810

Grand total: 43

Construction Specs:









1st Floor - Room Schedule

Name Number Area

Room TBA 39 30 m²

Room TBA 40 21 m²

Room TBA 41 21 m²

Room TBA 42 26 m²

Room TBA 43 24 m²

Hallway 44 104 m²

Open Area -Room TBA

45 124 m²

Room TBA 48 20 m²

Room TBA 49 35 m²

Room TBA 50 160 m²

Room TBA 51 101 m²

Room TBA 52 162 m²

Room TBA 53 14 m²

Room TBA 54 15 m²

Room TBA 55 15 m²

Room TBA 56 13 m²

Room TBA 57 16 m²

Room TBA 58 18 m²

Room TBA 59 19 m²

Lobby Area 60 116 m²

Room TBA 61 17 m²

Reception Office 62 25 m²

Room TBA 63 16 m²

Store 64 8 m²

WC 65 4 m²

WC 66 4 m²

Room TBA 67 78 m²

Room TBA 68 17 m²

Room TBA 69 18 m²

Room TBA 70 16 m²

Room TBA 71 15 m²

2nd Floor - Room Schedule

Name Number Area

Hall 72 72 m²

Room TBA 73 32 m²

Room TBA 74 19 m²

Room TBA 75 18 m²

Room TBA 76 17 m²

Room TBA 77 16 m²

Stairs 78 6 m²

Outside Lobby 79 91 m²

Open Area 80 154 m²

Hall 81 29 m²

Room TBA 82 29 m²

Room TBA 83 21 m²

Room TBA 84 24 m²

Room TBA 85 29 m²

Room TBA 86 22 m²

Hall 87 43 m²

Room 89 11 m²

Room 90 8 m²

Room 91 7 m²

Room 92 16 m²

Room 93 13 m²

Room 94 14 m²

Room TBA 95 112 m²

GP Lobby 96 89 m²

Room TBA 97 17 m²

Room TBA 98 17 m²

Store 99 5 m²

Room TBA 100 15 m²

Room TBA 101 15 m²

GP Lobby 102 75 m²

Room 103 11 m²

Exterior Roof View of the walkway on the second floor. The Glazed wall give anopen appeal to the building. Combined with the skylights the flood the lobby withlight.

The Internal Main Stairwell is a precast open riser stairs, withthe Curtain Walling and the open stairs there is a vast amountof lighting being filtered through out the stairwell.

UP

Q

P

O Above Ground Building Footprint

1:20 Slope to Car Park

Underground Plant Room

Elevator ShaftPassenger Lift

Service/Trolley Lift

Half Basement400mm Retaining Wall/ Fan Louvers

Full Basement400mm Retaining Wall

6800

Walkway for Pedestrians/Pedestrians Areas

One-Way System in Operation

Stairwell Access/ Fire Escape

Half Basment Walkway

1800

6680 6680 6680

6680 6680 6680

Waste Storage

16 17 18 20 21 22

3264

5257 6076 5682 6578 5985

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

30/0

4/2

014

09:4

1:4

4

Underground Parking

No.3

30-04-2014

MG106

1 : 200

Level -1 Basment Floor1

Construction Specs:

External Wall:Tegral Equitone Natura Fibercement Board,Secret Fix. (303mm)








1 : 100

Section FF - Underground Parking2

North

The Half Basment Deisgn will allow for Natural Ventilation in the basment as well as drawing in natural daylight.

Note: The Basement Design requiresStructural Design and Decision from aCertified Engineer.

101112131415

Curved Euroseam RoofStanding SeamFinish: Aluminum

Concrete Insitu WallInsulated 100mmFinish: Panel

Vertical CladdingTongued and GroovedFinish: Cherry

Vertical CladdingTongued and Grooved

Finish: Cherry

Tegral Fiber CementBoardSecret FixFinish: Equitone Natura

Ground Floor Level52.245

First Floor Level56.245

Second Floor Level60.245

Third Floor Level64.245

101200

12064

14243

66806680668066806680

Underground Parking Plantroom

17262

C B ADEF

Basment Plant Room / Underground Parking





5975 5300 5085 7700 5300

Concrete Insitu WallInsulated 100mm

Finish: Panel


APA Systems ST80U-Value: 0.6Finish: Aluminum


9303

17262

12047

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:0

5:0

7

Elevations

No.3

30-04-2014

MG107

1 : 200

North Elevation1

1 : 200

East Elevation2

Construction Specs:









Basment Plant RoomUnderground Parking

161718202122 Vertical CladdingTongued and GroovedFinish: Cherry

Curved Euroseam RoofStanding Seam

Finish: Aluminum


Finish: Panel


Tegral Fiber Cement BoardSecret FixFinish: Equitone Natura


Concrete Insitu WallInsulated 100mmFinish: Panel

Basment Plant Room Underground Parking





52576076568265785985

9303

16142

13663 1

6691

9240

101218

CBA D E F G


Finish: Panel




Basment Plant Room / Underground Parking





9303 1

2047

39167

17262

14216

5300 7700 5085 5300 5975 1725

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:0

5:4

1

Elevations

No.3

30-04-2014

MG108

1 : 200

South Elevation1

1 : 200

West Elevation2

Construction Specs:









232425





6000 6797


Underground Parking

Cherry LouversTo Provide VentilationSecured to Concrete Columns


Precast Concrete SkylightDoubled Glazed Unit


9303

12047

14272

17226

Tegral Fiber Cement BoardSecret Fix

Finish: Equitone Natura



Finish: Aluminum

Plant Room

K L M

7495 5283

Plant Room Underground Parking

60580

Vertical CladdingTongued and Grooved

Finish: Cherry Concrete Insitu WallInsulated 100mmFinish: Panel



APA Facade System Facade TB50Support InteriorAluminium Framing






9303

12047 1

4539

17238

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:0

6:0

5

Elevations

No.3

30-04-2014

MG109

Construction Specs:









1 : 200

South Elevation / East Wing2

1 : 200

Main Entrance Elevation4

12 13 14 153

MG121

6680 6680 6680

4

MG116

3775

2175

3775

3680

930

3282

3775

225

3775

225

3680

450

3645

2000

2325

3178

2005

1

MG116

3

MG116

2

MG116

1

MG117

2

MG117

2400

11680

12047

3849

5

MG117

2

MG119

1

MG119

CBA D E F G

1

MG118

3

MG114

1

MG121

2

MG114

1

MG1142

MG120

5300 7700 5085 5300 5975 1725

3

MG120

2

MG118

500

2000

566

614

3775

225

3775

225

3680

1398

4142

3645

450

3147

2325

1845 2435

887

2000

595

452

728

2000

595

2

MG121

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

0:1

4

Sections

No.3

30-04-2014

MG110

1 : 100

Section AA - Atrium1

1 : 50

Section BB - Front Glazing / Door21 : 100

Section EE - Short Section3

Construction Specs:

External Wall:Tegral Equitone Natura Fibercement Board,Secret Fix. (303mm)








AA

BB

EE

3323

3066

1335 2400

2000

2000

2000

2000

2000

2000

5001

614

5916

1

MG122

2

MG122

3

MG122

225

3870

225

3775

225

3680

450

3650

1929

1829

3850

3850

1796

930

16 17 18 20 21 22

12042

900

9775

1000

9240

500

2000

566

3323

3775

11680

Plant Room

3267

1970

5257 6076 5682 6578 5985

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

0:5

3

Sections

No.3

30-04-2014

MG111

Construction Specs:









1 : 100

Section DD - Back Stair Well11 : 100

Section CC - Main Stairs2

1 : 200

Section GG - Underground Parking3

DD

CC

GG

The Internal Main Stairwell is a precastopen riser stairs, with the Curtain Wallingand the open stairs there is a vast amountof lighting being filtered through out thestairwell.

The East side of the buildingcontains a precast concretestairwell.The massive curtain wallingprovides plenty of light to filterinto the staitwell to give an openfeel.

Precast ConcreteStairwell Leadingto Basement Level



Finish: Aluminum


Curtain Walling SpportedSecured to Stairs Landing.



Plaster StudInter Drywall




The East side of the buildingcontains a precast concretestairwell.The massive curtain wallingprovides plenty of light to filter intothe stairwell to give an open feel.

Plantroom in Basement Access

Precast Concrete RoofInsulated. Supported by

the Louver System at theMain Entrance.

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

29/0

4/2

014

12:3

1:3

8

Sections

No.3

30-04-2014

MG112

3D Section AA1

3D Section BB2

Construction Specs:










Vertical CladdingTongued and GroovedFinish: Cherr


Cherry LouversTo Provide Ventilation

Secured to Concrete ColumnsRamp to access theUnderground Parking Facilities.

1:20 Slope. Poured Concrete.




Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

29/0

4/2

014

12:3

2:4

5

Sections

No.3

30-04-2014

MG113

Construction Specs:









3D Section EE3

3D Section GG4

EE

GG

Aluminum Flashing 5mm ThickSupported by Vertical Railing Systemand Omega Vertical Railing System

Insect Mesh Secured to Flashing and FCB

Vertical Railing System 500mm c/cSecured via Wall Bracket

Wall Bracket Secured through Cement Board toHorizontal Rail System

50mm Kingspan Kooltherm Insulation Securedto Cement Board

15mm Cement BoardSecured to Horizontal Rail System

150mm Rockwool InsulationPacked between Horizontal Rail System

30mm Omega Vertical RailsSecured to Horizontal Omega Rails

Tegral Hidden Fix Hanger System

Tegral Equitone Natura Fibercement Board 12mmSecured via Secret Fix System

Vapour Barrier Membrane

Horizontal Rail System150mm x 65mm Secured to Steel Column

Galvanized Steel Edge Secured to Steel BeamTo Shutter Structural Screed.

Structural Screed 75mm (Engineers Specs)

Steel Column 305mm x 305mm (Engineers Specs)

Concrete Screed 75mmWith Upstand to Deflect Water

Waterproof MembraneTo be dressed Vertically

Kingspan Kooltherm Insulation150mm to Meet Rockwool Insulation

Hollowcore Slab 150mm100mm Bearing on Steel Beam

(Engineers Specs)

Steem Beam 305mm x 305mm(Engineers Specs)


Horizontal Omega Hanger300mm c/c

12 25 30 38 305 150 1515 100 25 12

75

150

75

150

303

15 30 305 50

10

667

400


(Engineers Specs)

Steel Beam 305mm x 305mm(Engineers Specs)


Steel Column 305mm x 305mm (Engineers Specs)

Tegral Hidden Fix Hanger SystemGreen: Panel BracketGrey: Horizontal Hanger










15mm Gyspon BoardSecred to Omega Hanger

(To Enclose Steel Column)

30mm Omega Vertical Rail


(To Enclose Steel Column)


75

150

303

15 30 298 150 15 115 25 12

660

50 25 12

400

150

Cavity for VentilationInsect Proof




Galvaized Bracked to secured to Railing SystemTo hold in place FCB

APA Window System ST80 Tilt and Turn,Frame 80mm U-Value:0.6

Aluminium Cill To be incorperatedinto Windows Frame

Insect Mesh

Vertical Rail System150mm x 65mm Secured to Steel Column

15mm Gyspon BoardSecred to Omega Hange




30mm Timber Cill (Inside)

Wall Bracket Secured throughCement Board to

Horizontal Rail System


75mm Screed Polished Finish.

15 30 150 15 115 25 1215 30

120 137

BSc in Architectural TechnologyYear 3: 2010 - 2011

Scale

LECTURER

Drawn by

Date

Project number

Institute of Technology CarlowBSc. in Architectural Technology

Year 3 2013-2014

1 : 10

29/0

4/2

014

12:3

7:4

4

Fiber Cement Board - Detail 1+2+3

No.3

Project Name

30-04-2014

Mark Grincell

Dan O'Sullivan

MG114

Construction Specs:



Hollowcore Slab:Hollowcore Slab with StructuralScreed.Finish will vary through out. (235mm)NB:Engineers Specs




Curved Aluminum Roof:Euroseam ES400 Aluminum Sheeting.Standing Seam. Rockwool InsulationSupported by Structural Beam(570mm)

Concrete Flat Roof:Hollowcore Slab (Slab to Hollowcore tobe to Engineers Specs), StructuralConcrete Screed, Kingspan KoolthermInsulation Slab, WaterproofMembrane, Screed. (435mm)

1 : 10

Detail 1 - FCB Panel - Parapet3

1 : 10

Detail 2 - FCB - Floor Junction2

1 : 10

Detail 3 - FCB - Head + Cill1

12

525

60

50

15

150

30

13

10

10

5

Tegral Equitone NaturaFibercement Board 12mmSecured via Secret Fix System

Tegral Hidden FixHanger SystemGreen: Panel BracketGrey: Horizontal Hanger

Wall Bracket Securedthrough Cement Board toHorizontal Rail SystemSupporting the HorizontalHanger System fro FCB

150mm Rockwool InsulationPacked between Horizontal

Rail System

Vapor Barrier Membrane

50mm Kingspan KoolthermInsulation Securedto Cement Board

15mm Cement BoardSecured to Horizontal RailSystem

Thermal Broke Anchor toSecure Kingspan Insulationto Cement Board 600 c/c

360

30mm OmegaVertical Rail

15mm Gyspon BoardSecured to Omega Hanger

5mm Gap to Allow forExpansion

Steel Bracket Securedto Flange of Column tohold Cherry Paneling

12.5mm Cherry PanelingTo be secured directly toColumn

Corner Bracker to be securedto Horizontal Hanger System

10

Tegral Equitone NaturaFibercement Board 12mmSecured via Secret Fix System


Wall Bracket Secured through Cement Board toHorizontal Rail System Supporting theHorizontal Hanger System fro FCB


150

75

20

25

60

50

75 1515

100mm Cast in-Situ Concrete WallVapor Barrier Membrane

75mm Kingspan KoolthermInsulation Securedto Concrete Wall

20mm Vertical CherryCladding OverlappedSecured to HorizontalHanger System

Horizontal RailSystem Secured toWall Bracket

Steel Stud Wall15mm Gyspon Board75mm Steel Stud 400 c/c15mm Gyspon Board

150mm RockwoolInsulation

Packed betweenHorizontal Rail System


15mm Gyspon BoardSecured to Omega Hanger

75mm KingspanKooltherm

Insulation Securedto Concrete Wall

50mm Cast in-Situ Concrete WallInternal designed with Panel Finish

10

5

Tegral Equitone NaturaFibercement Board 12mm

Secured via Secret FixSystem

200mm Cast in-SituConcrete Wall

External Designedwith Panel Finish

100mm Kingspan KoolthermInsulation Secured to

Concrete Wall via Anchors

Wall Bracket Securedthrough Cement Board to

Horizontal Rail SystemSupporting the Horizontal

Hanger System fro FCB

5mm Gap to Allowfor Expansion




12.5mm Cherry PanelingTo be secured directly to Column

Thermal BrokeAnchor to SecureKingspanInsulation toCement Board600 c/c

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

1 : 5

29/0

4/2

014

12:3

8:4

7

Fiber Cement Board - Detail4+5+6

No.3

30-04-2014

MG115

Construction Specs:









1 : 5

Detail 4 - FCB Corner Junction1

1 : 5

Detail 5 - FCB Corner Junction / Cherry Cladding2

1 : 5

Detail 6 - FCB Corner Junction / Concrete Wall3

Detail 4

Detail 5

Detail 6

75mm Kingspan KoolthermInsulation Secured to Concrete Wall


(To Engineers Specs)


20mm Vertical Cherry Cladding OverlappedSecured to Horizontal Hanger System

Horizontal Rail System Secured to Vertical Rail System.For Cladding to be Secured to.

Wall Bracket Secured through Insulation to Concreteto Support Vertical Rail System

Vertical Rail System 150mm x 65mm Secured to Wall Bracket

150mm Cast in-Situ Concrete Wall(To Engineers Specs)


Aluminium Cill To be incorporatedinto Windows Frame

Wooden Window Cill 25mm

50 75 150

435

162

50





Concrete Footpath 200mm1800mm Wide.

20mm Vertical Cherry Cladding OverlappedSecured to Horizontal Rail System

Horizontal Rail System Secured to Vertical Rail System.For Cladding to be Secured to. 500 C/C

Wall Bracket Secured through Insulation to Concreteto Support Vertical Rail System



50 75 150 50 90 20

435

50

100 23

45

50 75 150 50 92 20

437

162172

Galvanized Bracket to secured to Railing SystemTo hold in place Cherry Cladding

Cavity for Ventilation. Insect Proof with Mesh

Horizontal Rail System Secured to Vertical Rail System.For Cladding to be Secured to.


20mm Vertical Cherry Cladding OverlappedSecured to Horizontal Hanger System



75mm Kingspan Kooltherm Insulation Secured to Concrete Wall




Wall Bracket Secured through Insulation to Concrete to Support Vertical Rail System

15mm Gypson Board Securedby Bracket onto Concrete andto Window Frame

50 X 150mm Ridge Insulationto support window and stop

cold bridging

125 150

437

450

20mm Vertical Cherry Cladding OverlappedSecured to Horizontal Rail System


Horizontal Rail System Secured to Vertical Rail System.For Cladding to be Secured to. 500 C/C

50mm Kingspan Kooltherm Insulation Securedto Concrete Via Thermally Insulated Anchors





150mm Cast in-Situ Concrete Wall(To Engineers Specs

Wall Bracket Secured through Insulation to Concrete to Support Vertical Rail System

Insect Mesh Secured between Cladding Panel and Concrete OverhangTo allow for Ventilation.

Hollowcore Slab 150mm75mm Bearing on Concrete wall.

(Engineers Specs)

Kingspan Kooltherm Insulation150mm

75

150

75

150

75mm Structural Steel(Engineers Specs)

Concrete Screed 75mmto be extened to form over hang

BSc in Architectural TechnologyYear 3: 2010 - 2011

Scale

LECTURER

Drawn by

Date

Project number

Institute of Technology CarlowBSc. in Architectural Technology

Year 3 2013-2014

1 : 10

29/0

4/2

014

12:3

7:5

9

Vertical Cherry Cladding - Detail7+8+9+10

No.3

Project Name

30-04-2014

Author

Checker

MG116

Construction Specs:



Hollowcore Slab:Hollowcore Slab with StructuralScreed.Finish will vary through out. (235mm)NB:Engineers Specs




Curved Aluminum Roof:Euroseam ES400 Aluminum Sheeting.Standing Seam. Rockwool InsulationSupported by Structural Beam(570mm)

Concrete Flat Roof:Hollowcore Slab (Slab to Hollowcore tobe to Engineers Specs), StructuralConcrete Screed, Kingspan KoolthermInsulation Slab, WaterproofMembrane, Screed. (435mm)

1 : 10

Detail 8 - Vertical Cladding Cill1

1 : 10

Detail 7 - Vertical Cladding Base2

1 : 10

Detail 9 - Vertical Cladding Head3

1 : 10

Detail 10 -Vertical Cladding Roof Junction4

Hollowcore Slab 150mm75mm Bearing on Concrete wall.(Engineers Specs)




Cover plate, Clips onto thepressure plate to cover the system

APA Facade System Facade TB50The use of multiple polyamide strips andthree gasket barriers achieve a thermalenhancement, which helps to maintain alow U Value

Aluminium TransomeSecured to Steel Column

194x86mm(To APA Spec)

Hollow Round Steel ColumnCherry Colour Finish

(Engineers Specs)

To Carry the Curtain WallingTO Support the Precast Roof

Curtain Walling Transome Seured toConcrete Hollowcore Slab.Shims and Isolaters Pack inbetween.

75

150

75

149

9

24

27181150

86

194

449

Vapour Membrane

Concrete Gutter with Metal grates, the gutter must be a flatsurface and can not cause a hindrance to wheelchair users

APA System ST80 Rebate Door.Triple Glazed, Aluminum Frame. Internally beaded for extra security.Aluminum, Door Cill integrated into Design

125x225mm Insulated Blockwork to Support door,this will Stop Cold Bridging

Lean Concrete Infill

75mm Concrete ScreedFinished to a High Polish



(Engineers Specs)


Concrete Foothpath 200mm

11680

2400

3851

PA System ST80 Rebate Door.Triple Glazed, Aluminum Frame. Internallybeaded for extra security.Aluminum, Door Cill integrated into Design


(Engineers Specs)


Aluminium TransomeSecured to Steel Column

194x86mm(To APA Spec) Cover plate, Clips onto the

pressure plate to cover thesystem

150 181

194

86

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

9:1

1

Curtain Glazing MainEntrance - Detail 11+12+13

No.3

30-04-2014

MG117

1 : 5

Detail 13 - Curtain Walling - Roof Junction1

1 : 5

Detail 11 - Curtain Wall - Door Base2

Construction Specs:









1 : 50

Curtain Walling Section4

1 : 5

Detail 12 - Curtain Wall - Door Head5










Vapour MembraneWarmside of Insulation to be

wrapped verticaly at end



200mm Kingspan Kooltherm InsulationSecured to Cement Board

Waterproof MembraneTo be layed above Insulation

and carried into gutter

Euroseam ES400 Aluminum SheetingStanding Seam Secured using

Euroseam Fixing System

Steel Channel Secured to Steel Beam150mm x 75mm @5mm Thick

Steel Curved Beam (Engineers Specs)305mm x 305mm

Steel Column (Engineers Specs)305mm x 305mm


350mm x 100mmm SteelChannel

Secured to Steel Beam tosupport Euroclad Bullnose

Rain Gutter: AluminiumThe Gutter is to be Wapped under Roofing Sheeting

and the Euroclad Bullnose Sheet is to over lap it alsoThe gutter is supported by packing

Euroclad BullnoseFasica System

3mm Aluminium.Manufactured as

required.Secure to Cement

board top and under









Steel Beam 305mm x 305mm (Engineers Specs)

Kingspan Kooltherm Insulation150mm to Meet Rockwool Insulation

Hollowcore Slab 150mm100mm Bearing on Steel Beam(Engineers Specs)

Waterproof MembraneTo be dressed Vertically

Concrete Screed 75mmWith Upstand to Deflect Water

20 15

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

9:2

2

Euroseam Aluminium Roof -Detail 14+15

No.3

30-04-2014

MG118

1 : 10

Detail 14 - Euroseam Aluminium Roof- FCB1

Construction Specs:









1 : 10

Detail 15 - Euroseam Aluminium Roof - VC2

The Curved Aluminum Roof (Euroseam) will be supportedby the steel structure. The curved roof will be along theback of the building.

- Euroseam ES400 Aluminum Sheeting. Standing Seam.- 200mm Rockwool Insulation- Vapor Membrane-15mm Plywood Sheeting secured to Steel Channel.- 50mm x 50mm Channel System 300mm c/c- 305mm x 350mm Structure Beam Curved (ToEngineers Specs)

Bedding Space fro ColumnInfill with Grout

Anchor Plate ro secure bolt

Bolts set loose in concreteto allow movmentInfill with grout

Steel Base PlateAluminium Round Column 300mm

RadiusConnected to Steel Base Plate


Hold Down Bolts

Concrete Gorund(Engineers Specs)

Concrete SceedVarious Depth depending on

specs of Bolts

Shims

300

180

Hollowcore Slab 150mm75mm Bearing on Concrete wall.

(Engineers Specs)

75mm Structural Screed (Engineers Specs)

Concrete Screed mesured to fill void

Aluminium RoundColumn 300mm RadiusConnected to Beam(To Engineers Specs)


100

100mm Baring on Beam

150

143

100

57

450

100mm Hollowcore Slab(To Engineers Specs)

Hollowcore Slab and Structural Screedto act as overhang

300

157

57

100

143

150

450

75

150

75

150

450

86





Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

9:3

6

Support Junctions for Roof -Detail 16+17

No.3

30-04-2014

MG119

1 : 5

Detail 16 - Front Column/Louvers - Base1

1 : 5

Detail 17- Front Column/Louvers - Top2

Construction Specs:









2215

1600

12 25 115 15 150 30 15 243 30 15

75

150

75

150



Tegral Hidden Fix Hanger SystemGreen: Panel Bracket

Gray: Horizontal Hanger



Wall Bracket Secured throughCement Board to

Horizontal Rail System

Concrete Screed 75mm

wt to Meet Rockwool Insulation

100

Hollowcore Slab 150mm100mm Bearing on Steel Beam(Engineers Specs

Structural Screed 75mm(Engineers Specs)

Steel Column 305mm x 305mm(Engineers Specs)

Steel Beam 305mm x 305mm(Engineers Sepcs)

The Basment Louver System:Pine Fins, Steel Hanger System

The Hanger System is secured back to the Steel ColumnsHanger System will be secured at the

bottem to the retaining Wall.

75mm Cast In-Situ Concrete(To Engineers Specs)

Bituthene 8000 Waterproof Membrane(As required to meet Design Specs)

300mm External Cast In-Situ Concrete Wall(To Engineers Specs)

Triton TT Waterbar and Triton TT Waterstop

75

300

75

300

Ground Baring Concrete Slab(To Engineers Specs)300mm of an Upstand

DELTA®-DRAIN 9000 HI-XSecured to Cast In-Situ Wall

Stone FillTo allow Drainage

Geotextile Membrane

Aquadrain™Perimeter Drainage Channel

Concrete Column for Steel Structure to beSecured to. (Engineers Specs)

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:3

9:5

1

Basment Design - Detail 18+ 19

No.3

30-04-2014

MG1201 : 20

Wall Section - BB Basement1

Construction Specs:









1 : 10

Detail 19 - Basment - Ground Floor Junction2

1 : 10

Detail 18 - Basment - Foundation3





Window Frame Seured to Concrete Hollowcore Slab.Shims and Isolaters Pack inbetween.

Vapour Barrier


(Engineers Specs)


75

150

75

150

450


335 555

395

Overhang of Concrete


(Engineers Specs)


100 100


335

75

150

305

530

305

15

30

150



(Engineers Specs)


Aluminium Cill Intrigrated into Window Frame

Window Frame Seured to Concrete Hollowcore Slab.Shims and Isolaters Pack inbetween.






Vapor Barrier


75

150

75

150

305

755

Suspended Ceiling 30mmVoid for use of Electrical and Services500mm Void

Curved Ceiling Feature(Suppliers Specs)

Aluminum Flashing around Skylightat 2 Degree Slope


Curtain Walling Transome Seured to Concrete Hollowcore Slab.Shims and Isolaters Pack inbetween.

500

75

150

75

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:4

0:2

0

Flat Roof - Detail 20+21+22

No.3

30-04-2014

MG121

1 : 10

Detail 20 - Flat Roof - Head1

Construction Specs:









1 : 10

Detail 21 - Flat Roof - Ground2

1 : 10

Detail 22- Skylight3

Aluminum Hand Rail

Glass Panel 30mm

Open Riser Stairs

Concrete String(Engineers Specs)

Tie Bar from PrecastConcrete Stairs

(To Manufactures Specs)

75mm Structural Screed(Engineers Specs)

Non Shrink GroutTo be placed when Precast

Stairs is being placed

Hollowcore Slab150mm thick(Engineers Specs)

150

75

225

75 150 150

375

160

300

2380Support for landingCast in-Situ with the

Concrete Wall(The Engineers Specs)

150mm Cast in-situConcrete Wall

(Engineers Specs

150mm KingspanKooltherm

Insulation Securedto Concrete

75mm Cast in-Situ Concrete(Engineers Specs)Panel Finish

Precast Concrete Stairs Unit(Engineers Specs)

Tie Bar from PrecastConcrete StairsTo Manufactures Specs

75mm Structural Screedto be poured onto Precast Slab

Non Shrink GroutTo be placed when PrecastStairs is being placed

Hollowcore Slab150mm thick

Aluminium Hand Rail

Glass Panel 30mm

Open Riser Stairs

160

160

160

325

75

150 225

Concrete String

Tie Bar from PrecastConcrete StairsTo Manufactures Specs

Aluminium Hand Rail

Glass Panel 30mm

Open Riser Stairs

160

160

160

325

Concrete String(Engineers Specs)





Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

29/0

4/2

014

12:4

0:3

0

Stairs - Detail - 23+24+25

No.3

30-04-2014

MG122

1 : 10

Detail 23 - Main Stairs - Landing1

1 : 10

Detail 24 - Stairs - Floor Junction21 : 10

Detail 25 - Stairs - GF Junction3

Construction Specs:









Store for Pellet Boiler System

Store can be refilled by apipe leading to theexterior of the building.

Batterys for PV Panels

Concrete PavingOpen Graded Bedding CoursePermeable Joint Material Fill

Open Graded SubBase Reservoir

Uncompacted Sub Graded Soil

75

150

500

75

Open Graded Base Reservoir

Geotextile Membrane

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

30/0

4/2

014

09:3

7:0

3

Sustanability

No.3

30-04-2014

MG125The Light on site will all be LED lighting and will have the added factor of beingaided by a PV panel ontop of the light. This these two factors will allow the lights tobe run at a minimum cost.

Onsite LED Lighting

System DescriptionBiomass is any plant-derived organic material that renews itself over a short period. Biomass energy systemsare based on either the direct or Indirect combustion of fuels derived from those plant sources.

The burner will be placed in the plant room of the basement as indicated by red square. It will be used toprovide hot air to heat the building.

Sizing Burner:· Calculate total energy requirement for space heating needs of building· Calculate quantity of pellets required to meet energy demand (1kg =5Kwh)· Calculate total cost for pellets ( €230 per tonne bulk)· Calculate total volume of pellets used (1m³ pellets = 650kg)· Calculate total volume required for pellet storage (Total volume of pellets used x 3/2)· Calculate total heat demand (1kw heat demand = 0.9m³ of space)

Space heating demand of Building per year = 5000m² x 87w/m²= 435,000 w/m²

435,000 / 5 = 870008.7Tonne x €230 = €2001435,000 /650 = 669.0m³669.0 x 3/2 = 1003.8m³

Benefits· Biomass-fuels can be used to produce energy on a continuous basis (unlike renewable's such as

wind or solar energy)· Biomass can be an economic alternative to fossil fuels· Biomass is a potential source of both heat and electricity· Biomass technology is flexible and scale able, from a single boiler to a power station Limitations· Biomass fuels have a lower energy density compared to fossil fuels· Biomass systems have particular design management and maintenance requirements associatedwith sourcing, transportation and storage· Biomass can be less convenient to operate than mains-supplied fuels such as natural gas· Biomass systems are more management intensive and require expertise in facilities management

Biomass storage considerationsThe on-site biomass storage facility may need to hold considerable volumes of fuel depending on the boilercapacity and rate of use. The main purpose of the store will be to keep the biomass dry and protected from rainand groundwater. Typical storage facilities include bunkers or silos.

Benefits of Natural VentilationThe use of natural ventilation is definitely an advantage with the raising concerns regarding the cost and environmental impact of energy use. Not only does natural ventilation provide ventilation (outdoor air) to ensure safehealthy and comfortable conditions for building occupants without the use of fans, it also provides free cooling without the use of mechanical systems of the toxicity of the fumes in the basement from all the cars a constantand rapid air flow is necessary. The half basement design will allow the air changes to be constant and a not expense.

System DescriptionPermeable Paving will be used in the parking area of the Site, All other footpaths will remain solid Concrete to not cause any hindrance to people wish disability's. During a heavyrainfall our town's sewer systems can get overwhelmed, while the ground gets very little benefit of the natural irrigation. But by using permeable materials the ground can capturewater runoff, absorb it and clean it during the process. By allowing the water to seep into the ground, the direct and surrounding areas will need much less man-produced irrigation.This will save you money and reduce the amount of water used for your everyday irrigation needs.

Security Lock on Doorto Allow Access to Staff Only

Water Conservation

Heating System Biomass

Natural Ventilation - Basement

Permeable Paving

System descriptionA wide range of water conservation measures appropriate for buildings are suggested by the Environment Agency. These are outlined below

Bathroom SinksBathroom sinks are the most commonly used bathroom appliance, they are also the most inefficient and inefficiently used.

Infra-red tapsInfra-red taps that can be bought from many eco-friendly appliance companies, are especially useful as they only turn on when the laser in crossed this can cut down on wasterwastage by half as there in so wasted running water, also modern taps like this have a better parts installed so they do not leak like older taps.

Low-Flow aeratorsInexpensive and simple to install, low-flow shower heads and faucet aerators can reduce your home water consumption as much as 50%, and reduce your energy cost ofheating the water also by as much as 50%. They allow Air to enter the tap so the water is dispersed into wider and better flow.

Dual flushFlush typed toilet bowls are undoubtedly consumes large amount of water, which not friendly enough to the environment and to the household. The dual flush toilet is a toilet watertank with a dual flush feature, which includes the half flush and the full flush. The product perfect for every home all around the world, because it will let every household savefrom water that they flush every now and then even if they only just urinated, which does not need large amount of water to flush.

Photovoltaic SystemPhotovoltaic Panels will be place on the roof of the building and willbe used to provide electricity for the building and stored in batteries.

Sizing PV Panels

· Total meter squared of PV Panels = 108,500m²· Solar Irradiance = 950 w/m²· Cell efficiency of Panel = 15%· Loss factor = 0.75

950 w/m² x 0.15 x 0.75 = 0.106 Kw/m²1m² = 0.106 Kw/m²108,500 m² = 11’500 Kw

PV Panels Line Up

Construction Specs:









Reception Admin Office 1

ConsultationRoom 1

ConsultationRoom 2

NursesRoom 1

NursesRoom 2

Family Consultation Room

Admin Office 2

Admin Office 3

Seating Area 1

Store (Equipment)Seating Area 2

Seating Area 3

WC 1

WC 2

Staff Entrance/Exit

Public Entrance/Exit

Landing/ Corridor

1810

910

1429 2

129

3400 3300 3300 3300 3850

5500

4200

3429

3850

2600

1155

1545

5636

1900 2081

910

3555

7431 6337

4328

3776

2860

4711

3191

2860

Vinyl FlooringSeamless Skirting(Medical Spec)

2200

Sound Proof Door(Medical Spec)

Patients Chair

Doctors Work Station(As Required)

Void for Services

Aluminum Window FrameTriple Glazed Unit

View for the Doctor(Work Environment)

Filing Cabinet

Patients bed Located behinddoor for privacy

(Bed to Medical Standard)

Wall to be painted with White Paintto incress the brightness

Cherry Cladding on Column

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

As indicated

30/0

4/2

014

09:3

7:1

6

Room -Finish/Layout/Services

No.3

30-04-2014

MG126

Construction Specs:









1 : 50

First Floor - Office Layout1

1 : 30

Interior - GP Room - Left2 1 : 30

Interior - GP Room - Front3 1 : 30

Interior - GP Room - Right4

Scale

Checked by

Drawn by

Date

Project number


Project 3 : Thesis

Mark Grincell

Dan O'Sullivan

1 : 70

30/0

4/2

014

11:4

4:0

3

Office Services Layout MEP

Project Number

Issue Date

MG127

1 : 70

First Floor- Electrical Sockets1

1 : 70

First Floor - Lighting2

Primary Healthcare Building.compressed

Documents

Transcript of Primary Healthcare Building.compressed