coolattin restortion..compressed

Scale

Drawn by

Date

Studio Project No.12015-2016

Change of Use of ProtectedStructure

Mark Grincell

Lecture - Anne Berney

17/12/2015 11:59:38

Overview

Issue Date

CS - 000 -Induction

Disclaimer:The Plans, Sections, Elevations, Details, ServicesETC. of theCoolattin Stableyard, Co.Wicklow,are Assumed Construction from the findings of aGroup Survey of the Building.

Specialist advice sought from conservationarchitect/officer.Record works undertaken, noting materials &techniques applies.Sample trials to be conducted prior to full scaleconstruction.On site findings to be relayed to Design Team.

General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown tobe used. Consult Architect's office forclarification of all queries. All unforeseenconditions to be reported to the Design Teamwhere necessary

General:Coolattin House, County Wicklow, Grounds ofCoolattin Golf Club.Included in RPS in the Wicklow Co.Development Plan.19th Century Stables Building. Used as Store forCourse Materials and Equipment. Condition ofbuilding is Varied. All Build up for the constructionof the stables will be assumed from in depthsurvey and using Specialist advice.

Ground Floor Build Up:The existing ground floor build up is 100mmGranite Paving placed ontop of a 100mm sandblinding, underneath is assumed hardcore forarea. Lime Motor Bedding (NHL 5)

External Wall Build Up:There are two wall build ups externally in theStableyard:Granite Faced: Lime Motor Bedding (NHL 3.5)Ashlar Granite - 130mm Thickness (300mm inHeight) Stone Rubble - 180mm Thickness (Localsourced) Clay Brick - 220mm Thickness(220x100x60mm) Lime Render - 25-35mm Thickness(Three Coat) Pointing is varied throughout theAshlar facade.

Rubble Mixed: Lime Motor Bedding (NHL 3.5)Mixed Rubble - 220mm Thickness (Mixed Stone)Clay Brick - 220mm Thickness (220x100x60mm)Lime Render- 25-35mm Thickness (Three Coat)Recessed Pointing Through out.

First Floor Build up:There are two Floor build ups in the Stableyard:

Jack Vault: Resting on Wrought Iron RSJ Beamand Embedded into Structural Wall: Lime Plaster-25-35mm Thickness (Three Coat) Clay Brick VaultStructure, Brick Layed on thin side- 220mmThickness (220x100x60mm) Limecrete Infill aboveBrickwork. Oak battens embedded intoLimecrete to act as runners for Joists. (25 x50mm) Oak Joists (100 x 50mm) Secured tobatten runners. Oak Floor boards (34mm) securedto Timber joists.

Timber Joist: Joists embedded into structuralwalls. Lath and Plaster Ceiling. Lime Plaster-25-35mm Thickness (Three Coat) Oak Laths 10mmThickness (10mm x 30mm) Timber joists are 100 x50mm. Oak Floor boards (34mm) secured toTimber joists.

Roof Build up:The existing roof is a Timber King Post TrustDesign, the Structure is resting on wall platessecured to head of external wall.The Weather protection is Bangor blue slatessecured to timber battens. The flashing used is alead, the thickness is unsure.

Internal Partitions:All internal Partitions are a 100mmx 50mm timberstud secured to timber joists. Lath and PlasterStud cover. Lime Plaster - 25-35mm Thickness(Three Coat), Oak Laths 10mm Thickness. (10mmx 30mm)

Doors Internal:The Internal Doors are timber oak, and consists ofiron and brass , handles, locks and hinges. The fanlight above consists of a three over three plateglazing. The ope width is 1230mm and combinesdoor and fan light the structural opening height is2170mm.

Doors External:The External Doors are timber oak, and consists ofiron and brass , handles, locks and hinges. The fanlight above consists of a three over three plateglazing. The ope width is 1230mm and combinesdoor and fan light the structural opening height is2170mm.

Windows:There are two windows types in the Stableyard:Both are Sash oak windows, six over six, withplate glass glazing. The sash window weights areconcealed in the oak panelling surround. Theinternal sill is oak and the external sill is granite.GF Size: 1530 x 2170mm - FF Size: 1230 x 1550mm

Chimneys:The Chimneys are of various heights, they are allof ashlar granite construction with Lime motorand all have corbelled caps and clay pots.

Stables:There are three stables in the yard: two in Westwing and one in East wing. The are all of Oakconsecution and incorporating Cast iron columnsand cast and wrought iron features. The toughsare of a slate construction.

Structure:The Structure of the Stableyard is a combinationsof Structural Walls, Jack Vaulting, Cast IronColumns and Wrought Iron Beams.

Sheet List

Sheet Number Sheet Name

CS - 021 - P - GA Proposed - Roof Plan.

CS - 022 - P - GA Proposed - Site Plan.

CS - 023 - P - GA Proposed - Elevations - North + South.

CS - 024 - P - GA Porposed - Elevation - East + West

CS - 025 - P - GA Proposed - Elevations - Internal Court Yard.

CS - 026 - P - GA Proposed - Section - AA + BB

CS - 027 - P - GA Proposed - Section - CC + DD

CS - 028 - P - GA Proposed - Section - EE + FF

CS - 029 - TGD - B Ground Floor Plan

CS - 030 - TGD - B First Floor Plan

CS - 031 - TGD - M Ground Floor Plan

CS - 032 - TGD - M First Floor Plan

CS - 033 - TGD - M Disabled Toilets

CS - 034 - Proposed Details Sheet No.1




CS - 000 - Induction Overview

Sheet List

Sheet Number Sheet Name

CS - 001 - E - GA Existing - Survey Plan - Ground Floor.

CS - 002 - E - GA Existing - Survey Plan - First Floor.

CS - 003 - E - GA Existing - Survey Plan - Roof Plan.

CS - 004 - E - GA Existing - Survey Plan - Site Plan.

CS - 005 - E - GA Exsiting - Survey Elevations - North + South.

CS - 006 - E - GA Exsiting - Survey Elevations - East + West.

CS - 007 - E - GA Existing - Survey Elevations - Internal Court Yard.

CS - 009 - E - GA Existing - Survey Section - CC + DD

CS - 008 - E - GA Existing - Survey Section - AA + BB

CS - 010 - E - GA Existing - Survey Section - EE + FF

CS - 012 - E - DE Existing - Details No.1, 2, 3

CS - 013 - E - DE Existing - Details No.4, 5, 6, 7

CS - 014 - E - DE Existing - Details - Sash Window

CS - 016 - D - GA Demolished - First Floor Plan + Ground Floor Plan.

CS - 017 - D - GA Demolished - Ground Floor - 3D

CS - 019 - P - GA Proposed - Ground Floor Plan.

CS - 020 - P - GA Proposed - First Floor Plan

CS - 018 - D - GA Demolished - First Floor 3D

CS - 004.5 - E - GA Exisitng - Survey Section AA + BB

66 m²Stables No.1

1

26 m²Store Room No.1

2

15 m²Hallway

3

16 m²Hallway

5

22 m²Entrance Lobby

4


6

11 m²Hallway

8

5 m²Hallway

7

11 m²Bathroom

11

47 m²Garage No.1

12

47 m²Garage No.2

14

12 m²Hallway

13

16 m²Garage No.3

15

64 m²Stables No.2

16

25 m²Saddle Room

17

20 m²Hallway

18

27 m²Stables No.3

19

59 m²Stables No.4

20

1

CS - 008 - E - GA

3

CS - 009 - E - GA

1

CS - 009 - E - GA

1

CS - 010 - E - GA

2

CS - 010 - E - GA

2

CS - 008 - E - GA

66

0

15

50

12

30

26

20

21

70

12

30

28

70

21

70

12

30

26

00

15

50

12

30

25

90

21

70

12

30

23

00

15

50

12

30

22

60

21

70

12

30

10

00

50

30

85

0

21

70

12

30

23

30

15

50

12

30

22

80

21

70

12

30

27

10

15

50

12

30

26

30

21

70

12

30

25

70

15

50

12

30

26

40

21

70

12

30

89

0

57015501230 700 2180 300 2180 300 2250 620

21701230 690 2180 300 2180 300 2180 2480 270

121021701470 2180

21701470 1150

30

60

21

70

12

30

10

77

04

50

42

90

45

03

50

142015501230 2180

15501230 1460420

15501230 3650

15501230 8910

15501230 3660

15501230 620710 1500 2360

15501230 1790

16

39

02

17

01

23

02

01

01

55

01

23

01

29

50

105021701470 2180

21701470 1300

33

81

0

7600 22180 7500

33

77

0

7540

22100

9270 3700 9270

7680

25

52

0

6540

10

05

04

12

0

6540

20

60

6540

22021701230 230

1870

4420

74

03

00

0

3380 1040

47

40

10

80

37

10

3830 500

0

2350 7360 1840 7350 2520 6380

10

02

03

76

03

10

04

30

09

89

0

6380

54021701230 4610

6380

10

60

21

70

12

30

81

0

54021701230 4610

439054021701230 220

55

0

82

0

21

70

12

30

25

70

21

70

12

30

41

70

6380

11

10

21

70

12

30

40

00

63

50

95

0

21

70

12

30

41

60

41

60

21

70

12

30

95

0

63

30

63

30

35

10

10

80

14

70

2350

15 m²Bedroom

9

4 m²Store

10

Detail 5

CS - 014 - E - DE

Symbol. Description.

Legend.

North Point.

Existing Constuction.

Demoltion.

New Construction.

Site Boundry.

Building Entrance.

Fire Exit.

60min Fire Rtaed Door.

30min Fire Rated Door.

Slope Direction.

Level.

Section Line.

Eelvation Vew.

Level -00

1 : 100CS - 001 - E - GA

Phase - Existing ConstructionFilter - Show All

CS - E - GA - Level 0 - GFPNo.1

Scale

Drawn by

Date


Change of Use of Protected

Structure

Mark Grincell


As indicated

11/12/2015 14:33:31

Existing - Survey Plan - GroundFloor.

Issue Date

CS - 001 - E - GA

Existing External Wall:Rubble External Face, Lime Plaster Internal Face. InternalBuild up of rubble and brick work, sizes unsure. Lime motorbinding and pointing.

Existing Boundary Wall:Rubble Solid Wall, Height to sill of First Floor Window.Lime motor binding and pointing.

Existing Boundary Wall:Ashlar Granite Solid. Lime motor bindingand pointing.

Existing Neighbouring Building:Bangor Slate Roof with Granite and RubbleFacade. Lime motor binding and pointing.

Existing False Window:Recessed false window matching ope Width andheight of First Floor Window. Granite Sill.

Existing External Door:Oak Frame and Panel. Fan light above consists of athree over three plate glazing. The ope 1230mm X2170mm.

Existing Neighbouring Building:Bangor Slate Roof with Lime Render. Limemotor binding and pointing.


Existing Boundary Wall:Ashlar Granite Solid Arch. Lime motorbinding and pointing.


Existing Boundary Wall and Gate:Ashlar Granite Solid. Lime motor binding and pointing.Granite Slab Capping and Wrought Iron Gate.

Existing Feature:Stable Pens, Oak construction, incorporating Castiron columns and cast, wrought iron features andslate troughs.

Existing Feature:Oak construction, incorporating Cast iron columnsand cast, wrought iron and slate troughs.

Existing External Wall:Ashlar Granite External Face, Lime Plaster Internal Face. InternalBuild up of rubble and brick work, sizes unsure. Lime motorbinding and pointing.

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. The sashwindow weights are concealed in the oakpanelling surround. Granite sill. Size: 1530 x2170mm

Existing Internal Structural Wall:Lime Plaster Face. Build up of and Claybrick, sizes unsure. Lime motor binding andpointing.

Existing Structure:Structural Ashlar GraniteColumns for CarriageGateways.

Existing Feature:Solid Oak Doorway. Double Opening.3430mm Height, 2180mm Width. OpeningInwards.

Existing External Door:Oak Frame and Panel. Fan lightabove consists of a three overthree plate glazing. The ope1230mm X 2170mm.

Existing Stairs:Granite Torsion Stairway. 800mm Wide.Contains Wrought Iron Banisters and OakBaluster.

Existing Chimney Place:Fire place consists of Cast Iron Face.Various Design.

Existing Internal Door:Oak Frame and Panel. Fan light above consists of athree over three plate glazing. The ope 1230mm X2170mm.

Existing Feature:Cast iron columns connection to Wrought Iron Beams,Supporting Jack Vault Ceiling.

Existing Feature:Stable Pens, Oak construction and cast, wroughtiron features and slate troughs.

Existing External Wall:Ashlar Granite External Face, Lime Plaster InternalFace. Internal Build up of rubble and brick work, sizesunsure. Lime motor binding and pointing.





Existing Internal Partitions:Partitions is 100mmx 50mm timber stud, Lath andPlaster Stud cover. Lime Plaster (Three Coat)

Route Leading to ExistingManor Part of House.

Granite "Bridge" Leading toTennis Court Area.

Existing External Wall:Ashlar Granite External Face, Lime PlasterInternal Face. Internal Build up of rubble andbrick work, sizes unsure. Lime motor bindingand pointing.

Underground Passageway leading fromExisting Manor House to NeighbouringBuilding on West.

Existing External Door:Oak Frame and Panel. Fan light above consists ofa three over three plate glazing. The ope 1230mm X2170mm.

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. The sash windowweights are concealed in the oak panelling surround.Granite sill.Size: 1530 x 2170mm

Disclaimer:The Plans, Sections, Elevations, Details, Services ETC. oftheCoolattin Stableyard, Co.Wicklow, are AssumedConstruction from the findings of a Group Survey of theBuilding.

Specialist advice sought from conservationarchitect/officer.Record works undertaken, noting materials & techniquesapplies.Sample trials to be conducted prior to full scaleconstruction.On site findings to be relayed to Design Team.

General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to be used.Consult Architect's office for clarification of all queries.All unforeseen conditions to be reported to the DesignTeam where necessary

General:Coolattin House, County Wicklow, Grounds of CoolattinGolf Club.Included in RPS in the Wicklow Co. Development Plan.19th Century Stables Building. Used as Store for CourseMaterials and Equipment. Condition of building isVaried. All Build up for the construction of the stableswill be assumed from in depth survey and usingSpecialist advice.

Ground Floor Build Up:

The existing ground floor build up is 100mm GranitePaving placed ontop of a 100mm sand blinding,underneath is assumed hardcore for area. Lime MotorBedding (NHL 5)

External Wall Build Up:There are two wall build ups externally in theStableyard:Granite Faced: Lime Motor Bedding (NHL 3.5) AshlarGranite - 130mm Thickness (300mm in Height) StoneRubble - 180mm Thickness (Local sourced) Clay Brick -220mm Thickness (220x100x60mm) Lime Render -25-35mm Thickness (Three Coat) Pointing is variedthroughout the Ashlar facade.

Rubble Mixed: Lime Motor Bedding (NHL 3.5) MixedRubble - 220mm Thickness (Mixed Stone) Clay Brick -220mm Thickness (220x100x60mm) Lime Render-25-35mm Thickness (Three Coat) Recessed PointingThrough out.


Jack Vault: Resting on Wrought Iron RSJ Beam andEmbedded into Structural Wall: Lime Plaster- 25-35mmThickness (Three Coat) Clay Brick Vault Structure, BrickLayed on thin side- 220mm Thickness (220x100x60mm)Limecrete Infill above Brickwork. Oak battensembedded into Limecrete to act as runners for Joists. (25x 50mm) Oak Joists (100 x 50mm) Secured to battenrunners. Oak Floor boards (34mm) secured to Timberjoists.

Timber Joist: Joists embedded into structural walls. Lathand Plaster Ceiling. Lime Plaster- 25-35mm Thickness(Three Coat) Oak Laths 10mm Thickness (10mm x30mm) Timber joists are 100 x 50mm. Oak Floor boards(34mm) secured to Timber joists.

Roof Build up:The existing roof is a Timber King Post Trust Design, theStructure is resting on wall plates secured to head ofexternal wall.The Weather protection is Bangor blue slates secured totimber battens. The flashing used is a lead, the thicknessis unsure.

Internal Partitions:All internal Partitions are a 100mmx 50mm timber studsecured to timber joists. Lath and Plaster Stud cover.Lime Plaster - 25-35mm Thickness (Three Coat), OakLaths 10mm Thickness. (10mm x 30mm)

Doors Internal:The Internal Doors are timber oak, and consists of ironand brass , handles, locks and hinges. The fan lightabove consists of a three over three plate glazing. Theope width is 1230mm and combines door and fan lightthe structural opening height is 2170mm.

Doors External:The External Doors are timber oak, and consists of ironand brass , handles, locks and hinges. The fan lightabove consists of a three over three plate glazing. Theope width is 1230mm and combines door and fan lightthe structural opening height is 2170mm.

Windows:There are two windows types in the Stableyard:Both are Sash oak windows, six over six, with plate glassglazing. The sash window weights are concealed in theoak panelling surround. The internal sill is oak and theexternal sill is granite.GF Size: 1530 x 2170mm - FF Size: 1230 x 1550mm

Chimneys:The Chimneys are of various heights, they are all ofashlar granite construction with Lime motor and all havecorbelled caps and clay pots.

Stables:There are three stables in the yard: two in West wingand one in East wing. The are all of Oak consecutionand incorporating Cast iron columns and cast andwrought iron features. The toughs are of a slateconstruction.

Structure:The Structure of the Stableyard is a combinations ofStructural Walls, Jack Vaulting, Cast Iron Columns andWrought Iron Beams.

Existing Rooms - Ground Floor

Room Name Number Ceiling Finish Floor Finish Wall Finish

Stables No.1 1 Jack Vault Granite Paving Oak Paneling and Lime Plaster

Store Room No.1 2 Jack Vault Granite Paving Oak Paneling and Lime Plaster

Hallway 3 Timber Joist Granite Paving Lime Plaster

Entrance Lobby 4 Timber Joist Granite Paving Lime Plaster


Store Room No.2 6 Jack Vault Granite Paving Lime Plaster



Bedroom 9 Timber Joist Granite Paving Lime Plaster

Store 10 Jack Vault Granite Paving Lime Plaster

Bathroom 11 Jack Vault Granite Paving Lime Plaster

Garage No.1 12 Jack Vault Granite Paving Lime Plaster





Saddle Room 17 Jack Vault Granite Paving Lime Plaster




31 m²Livingroom No.1

21

25 m²Bedroom No.1

22

17 m²Bedroom No.2

23

13 m²Hallway

24

12 m²Stairwell

25

8 m²WC26

24 m²Dining Room No.1

27

17 m²Kitchen

28

38 m²Hallway

29

9 m²Stairwell

30

26 m²Bedroom No.3

31

21 m²Bedroom No.4

32

26 m²Bedroom No.5

33

17 m²Kitchen

34

21 m²Diningroom No.2

35


36

19 m²Bedroom No.6

38

26 m²Sittingroom

39

8 m²WC40

17 m²Bedroom No.7

41

25 m²Spare No.1

42

36 m²Spare No.2

43

15 m²Hallway

44

1

CS - 008 - E - GA

3

CS - 009 - E - GA

1

CS - 009 - E - GA

1

CS - 010 - E - GA

2

CS - 010 - E - GA

2

CS - 008 - E - GA

90

0

15

50

12

30

24

80

15

50

12

30

27

00

15

50

12

30

26

70

15

50

12

30

26

60

15

50

12

30

23

10

15

50

12

30

23

10

15

50

12

30

83

0

59015501230 680 2180 300480

15501230 460300 2250 680

15501230 630 2180 300 2180 300 2180 900

15501230 3502709

00

15

50

12

30

24

90

15

50

12

30

25

50

15

50

12

30

28

10

15

50

12

30

26

30

15

50

12

30

23

20

15

50

12

30

22

70

15

50

12

30

89

0

125015501230 2380

15501230 1380

82

70

15

50

12

30

69

80

15

50

12

30

22

70

15

50

12

30

12

59

0

40015501230 3710

15501230 3830 1230 3810

15501230 3790

15501230 500 1470

15501230 2020

15501230 15701210

15501230 2260

15501230 1670

31

30

15

50

12

30

10

76

0

15

50

12

30

34

50

45

03

50

125015501230 2420

15501230 13509320 3600 9320

75207510

17

91

01

58

90

7600 22180 7500

33

77

0

48

70

48

80

6540

52101200

37

70

5420

12

00

5210

37

50

4501380

21101010

3790

30

80

30

80

2620

37

40

258021101010 2950

6540

1070 5460

20

90

10

40

5330

52

30

49801340

11

70

54004310

50

30

50

30

16021101010 5280 570 3140

2110950 560

2110950 4240

1840

50

30

10021101010 3180

6380

64

90

12

90

1480

30

20

21101010

6380

40

50

638021101010 5230

287021101010 2500

29

80

2660

38

70

5050

25

60

10

60

1200

39

70

58

10

6380

6380

5290

5260

5290

1 : 100CS - 002 - E - GA

Phase - Existing ConstructionFilter - Show Complete

CS - E - GA - Level 1 - FFLNo.1

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:34:48

Existing - Survey Plan - FirstFloor.

Issue Date

CS - 002 - E - GA

Existing Rooms - First Floor

Room Name Number Ceiling Finish Floor Finish Wall Finish

Livingroom No.1 21 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Bedroom No.1 22 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster


Hallway 24 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Stairwell 25 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

WC 26 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Dining Room No.1 27 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Kitchen 28 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster


Stairwell 30 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster




Kitchen 34 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Diningroom No.2 35 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Livingroom No.2 36 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster


Sittingroom 39 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

WC 40 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster


Spare No.1 42 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster

Spare No.2 43 Lath and Lime Palster Timber Joist and Oak Floor Boards Lime Plaster


Existing External Wall:Rubble External Face, Lime Plaster Internal Face. InternalBuild up of rubble and brick work, sizes unsure. Lime motorbinding and pointing.

Existing Boundary Wall:Rubble Solid Wall, Height to sill of First Floor Window.Lime motor binding and pointing.




Existing FF Sliding Sash Windows:Six over six, with plate glass glazing. The sash windowweights are concealed in the oak panelling surround.Granite sill. Size: 1230 x 1530mm





Existing FF Sliding Sash Windows:Six over six, with plate glass glazing. The sashwindow weights are concealed in the oakpanelling surround. Granite sill. Size: 1230 x1530mm


Existing Internal Partitions:Partitions is 100mmx 50mm timber stud, Lath andPlaster Stud cover. Lime Plaster (Three Coat)

Existing External Wall:Ashlar Granite External Face, Lime Plaster Internal Face. InternalBuild up of rubble and brick work, sizes unsure. Lime motorbinding and pointing.

Existing False Window:Recessed false window matching ope Widthand height of First Floor Window. Granite Sill.




Existing Chimney Places:Fire place consists of Cast Iron Face.Various Design. Leading from GF.

Existing Internal Structural Wall:Lime Plaster Face. Build up of and Clay brick, sizesunsure. Lime motor binding and pointing.

Existing Internal Partitions:Partitions is 100mmx 50mm timber stud,Lath and Plaster Stud cover. Lime Plaster(Three Coat)






Existing Chimney Places:Fire place consists of Cast Iron Face.Various Design. Leading from GF.

Route Leading to ExistingManor Part of House.


























1

CS - 008 - E - GA

3

CS - 009 - E - GA

1

CS - 009 - E - GA

1

CS - 010 - E - GA

2

CS - 010 - E - GA

2

CS - 008 - E - GA

7680 9180 3650 9270 7540

33

77

0

37280

33

81

0

22100

25

46

0

1 : 100CS - 003 - E - GA

Phase - Existing ConstructionFilter - Show Complete

CS - E - GA - Level 2 - RPNo.1

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:36:27

Existing - Survey Plan - RoofPlan.

Issue Date

CS - 003 - E - GA

Existing Boundary Wall:Rubble Solid Wall, Height to sill of First FloorWindow. Lime motor binding and pointing.


Existing Neighbouring Building:Bangor Slate Roof with Granite andRubble Facade. Lime motor binding andpointing.




Existing Boundary Wall and Gate:Ashlar Granite Solid. Lime motor binding andpointing. Granite Slab Capping and WroughtIron Gate.

Granite "Bridge" Leading to TennisCourt Area.

Existing External Wall:Ashlar Granite External Face, Lime Plaster InternalFace. Internal Build up of rubble and brick work,sizes unsure. Lime motor binding and pointing.


Existing Chimneys:Chimney Height No.1, Ashlar granite constructionwith Lime motor.Decoration on top corbelled capsand clay pots.Lead Flashing at base.

Existing Chimneys:Chimney Height No.1, Ashlar graniteconstruction with Lime motor.Decorationon top corbelled caps and clay pots.Lead Flashing at base.

Existing Chimneys:Chimney Height No.2, Ashlar granite constructionwith Lime motor.Decoration on top corbelled capsand clay pots.Lead Flashing at base.





















1

CS - 004.5 - E - GA

2

CS - 004.5 - E - GA

Scale

Drawn by

Date



Structure

Mark Grincell


1 : 250

14/12/2015 17:15:59

Existing - Survey Plan - Site Plan.

Issue Date

CS - 004 - E - GA

1 : 250CS - 004 - E - GA


CS - E - Site PlanNo.1



General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to be used.Consult Architect's office for clarification of all queries. Allunforeseen conditions to be reported to the DesignTeam where necessary.

Existing Entrance:Gravel Road way, can fit onecar.

Gravel Turning Circle infront of main house.

Slope Downwards toback of house.

Existing Main Manor Building.

Existing Trees. VariedHeight and Species.



Roadway to WestWing and AdjacentBuildings.

Granite Bridgeleading to TennisCourt Area

Slope down to Fairway.

Existing Foul Water leads topercilation area in woods.

Exisitng WaterMains From PublicSystem.

Existing ESB Linetrenched underroadway.

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

14/12/2015 17:18:25

Exisitng - Survey Section AA + BB

Issue Date

CS - 004.5 - E - GA



General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to be used.Consult Architect's office for clarification of all queries. Allunforeseen conditions to be reported to the DesignTeam where necessary.

1 : 200CS - 004.5 - E -GA


CS - E - Site - Section AANo.1

1 : 200CS - 004.5 - E -GA


CS - E - Site - Section BBNo.2

Level - 0

E - GA - Level 0 - GFL

Level - 4180

CS - E - GA - Level 1 -FFL

Level - 7740

CS - E - GA - Level 2 -Parapet

Level - 9836

CS - E - GA - RidgeHeight

Level - 14156

CS - E - GA - FlueHeight

41

80

35

60

21

00

43

20

14

16

0

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

1 : 100CS - 005 - E - GA


CS - E - GA - North ElevationNo.1

1 : 100CS - 005 - E - GA


CS - E - GA - South ElevationNo.2

South Elevation

North Elevation

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:38:02

Exsiting - Survey Elevations -North + South.

Issue Date

CS - 005 - E - GA


Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. The sashwindow weights are concealed in the oak panellingsurround. Granite sill. Size: 1530 x 2170mm


Existing External Door:Oak Frame and Panel. Fan light aboveconsists of a three over three plateglazing. The ope 1230mm X 2170mm.

Existing External Wall:Ashlar Granite External Face, Lime Plaster Internal Face.Internal Build up of rubble and brick work, sizes unsure. Limemotor binding and pointing.

Granite "Bridge" Leading to TennisCourt Area.



Existing Cornice:Ashlar Granite Cornice, Sweeped aroundparpet. Housing internal drainage gully.

Existing Neighbouring Building:Bangor Slate Roof with LimeRender. Lime motor binding andpointing.



Existing Chimneys:Ashlar granite construction with Limemotor.Decoration on top corbelled caps andclay pots. Lead Flashing at base.

Existing External Wall:Ashlar Granite External Face, Lime Plaster Internal Face.Internal Build up of rubble and brick work, sizes unsure. Limemotor binding and pointing.

Existing Cornice:Ashlar Granite Cornice, Sweepedaround parpet. Housing internaldrainage gully.


Existing Chimneys:Ashlar granite construction with Limemotor.Decoration on top corbelled caps and clay pots.Lead Flashing at base.


Existing Neighbouring Building:Bangor Slate Roof with Lime Render.Lime motor binding and pointing.


Existing External Door:Oak Frame and Panel. The ope 1230mm X2170mm. Leading on the Mid Landing ofSouth Wing Stairs.

Existing Roof Build up: King Post Truss. Bangorblue slates weathering.




General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to be used.Consult Architect's office for clarification of all queries. Allunforeseen conditions to be reported to the Design Teamwhere necessary

General:Coolattin House, County Wicklow, Grounds of CoolattinGolf Club.Included in RPS in the Wicklow Co. Development Plan.19th Century Stables Building. Used as Store for CourseMaterials and Equipment. Condition of building is Varied.All Build up for the construction of the stables will beassumed from in depth survey and using Specialist advice.

Ground Floor Build Up:The existing ground floor build up is 100mm Granite Pavingplaced ontop of a 100mm sand blinding, underneath isassumed hardcore for area. Lime Motor Bedding (NHL 5)

External Wall Build Up:

There are two wall build ups externally in the Stableyard:Granite Faced: Lime Motor Bedding (NHL 3.5) AshlarGranite - 130mm Thickness (300mm in Height) Stone Rubble- 180mm Thickness (Local sourced) Clay Brick - 220mmThickness (220x100x60mm) Lime Render - 25-35mm Thickness(Three Coat) Pointing is varied throughout the Ashlarfacade.

Rubble Mixed: Lime Motor Bedding (NHL 3.5) Mixed Rubble- 220mm Thickness (Mixed Stone) Clay Brick - 220mmThickness (220x100x60mm) Lime Render- 25-35mm Thickness(Three Coat) Recessed Pointing Through out.

Roof Build up:The existing roof is a Timber King Post Trust Design, theStructure is resting on wall plates secured to head ofexternal wall.The Weather protection is Bangor blue slates secured totimber battens. The flashing used is a lead, the thickness isunsure.

Doors External:The External Doors are timber oak, and consists of iron andbrass , handles, locks and hinges. The fan light aboveconsists of a three over three plate glazing. The ope widthis 1230mm and combines door and fan light the structuralopening height is 2170mm.

Windows:There are two windows types in the Stableyard:Both are Sash oak windows, six over six, with plate glassglazing. The sash window weights are concealed in the oakpanelling surround. The internal sill is oak and the externalsill is granite.GF Size: 1530 x 2170mm - FF Size: 1230 x 1550mm

Chimneys:The Chimneys are of various heights, they are all of ashlargranite construction with Lime motor and all havecorbelled caps and clay pots.

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


14

16

0

43

20

21

00

35

60

41

80

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


14

16

0

43

20

21

00

35

60

41

80

1 : 100CS - 006 - E - GA


CS - E - GA - West ElevationNo.1

1 : 100CS - 006 - E - GA


CS - E - GA - East ElevationNo.2

Ea

st E

leva

tio

n

We

st E

leva

tio

n

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:39:49

Exsiting - Survey Elevations -East + West.

Issue Date

CS - 006 - E - GA

Existing Boundary Wall:Ashlar Granite Solid. Limemotor binding and pointing.


Existing External Wall:Mixed Rubble External Face, Lime Plaster Internal Face.Internal Build up of rubble and brick work, sizes unsure. Limemotor binding and pointing.




Existing Road









Existing Boundary Wall:Rubble Solid Wall, Height tosill of First Floor Window.Lime motor binding andpointing.

Underground Passagewayleading from Existing ManorHouse to NeighbouringBuilding on West.



Existing Road





General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to beused. Consult Architect's office for clarification of allqueries. All unforeseen conditions to be reported to theDesign Team where necessary

General:Coolattin House, County Wicklow, Grounds ofCoolattin Golf Club.Included in RPS in the Wicklow Co. Development Plan.19th Century Stables Building. Used as Store for CourseMaterials and Equipment. Condition of building isVaried. All Build up for the construction of the stableswill be assumed from in depth survey and usingSpecialist advice.



External Wall Build Up:There are two wall build ups externally in the Stableyard:Granite Faced: Lime Motor Bedding (NHL 3.5) AshlarGranite - 130mm Thickness (300mm in Height) StoneRubble - 180mm Thickness (Local sourced) Clay Brick -220mm Thickness (220x100x60mm) Lime Render - 25-35mmThickness (Three Coat) Pointing is varied throughout theAshlar facade.

Rubble Mixed: Lime Motor Bedding (NHL 3.5) MixedRubble - 220mm Thickness (Mixed Stone) Clay Brick -220mm Thickness (220x100x60mm) Lime Render- 25-35mmThickness (Three Coat) Recessed Pointing Through out.

Roof Build up:

The existing roof is a Timber King Post Trust Design, theStructure is resting on wall plates secured to head ofexternal wall.The Weather protection is Bangor blue slates secured totimber battens. The flashing used is a lead, the thicknessis unsure.

Doors External:

The External Doors are timber oak, and consists of ironand brass , handles, locks and hinges. The fan light aboveconsists of a three over three plate glazing. The opewidth is 1230mm and combines door and fan light thestructural opening height is 2170mm.



Level - 0


Level - 4180


Level - 7740


Level - 9836


56

60

41

80

98

40

Level - 0


Level - 4180


Level - 7740


Level - 9836


98

40

21

00

35

60

41

80

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

1 : 100CS - 007 - E - GA


CS - E - GA - East CourtyardNo.3

1 : 100CS - 007 - E - GA


CS - E - GA - West CourtyardNo.4

1 : 100CS - 007 - E - GA


CS - E - GA - North CourtyardNo.5

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:40:31

Existing - Survey Elevations -Internal Court Yard.

Issue Date

CS - 007 - E - GA










Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. The sashwindow weights are concealed in the oak panellingsurround. Granite sill. Size: 1530 x 2170mm

Existing Structure:Structural Ashlar GraniteColumns for CarriageGateways.



Existing External Wall:Ashlar Granite External Face, LimePlaster Internal Face. Internal Build up ofrubble and brick work, sizes unsure. Limemotor binding and pointing.

Existing Chimneys:Ashlar granite construction with Limemotor.Decoration on top corbelled capsand clay pots. Lead Flashing at base.


Existing Cornice:Ashlar Granite Cornice,Sweeped around parpet.Housing internal drainage gully.



Existing False Window:Recessed false window matching ope Width and heightof First Floor Window. Granite Sill.

Existing Chimneys:Ashlar granite construction with Lime motor.Decorationon top corbelled caps and clay pots. Lead Flashing atbase.

Existing Roof Build up: King Post Truss. Bangor blueslates weathering.

Existing Cornice:Ashlar Granite Cornice,Sweeped around parpet.Housing internal drainage gully.



We

st C

ou

rtya

rd

Ea

st C

ou

rth

ya

rd

North Courtyard



General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to be used.Consult Architect's office for clarification of all queries. Allunforeseen conditions to be reported to the Design Teamwhere necessary

General:Coolattin House, County Wicklow, Grounds of CoolattinGolf Club.Included in RPS in the Wicklow Co. Development Plan.19th Century Stables Building. Used as Store for CourseMaterials and Equipment. Condition of building is Varied.All Build up for the construction of the stables will beassumed from in depth survey and using Specialist advice.

Ground Floor Build Up:The existing ground floor build up is 100mm GranitePaving placed ontop of a 100mm sand blinding,underneath is assumed hardcore for area. Lime MotorBedding (NHL 5)

External Wall Build Up:There are two wall build ups externally in the Stableyard:Granite Faced: Lime Motor Bedding (NHL 3.5) AshlarGranite - 130mm Thickness (300mm in Height) StoneRubble - 180mm Thickness (Local sourced) Clay Brick -220mm Thickness (220x100x60mm) Lime Render -25-35mm Thickness (Three Coat) Pointing is variedthroughout the Ashlar facade.

Rubble Mixed: Lime Motor Bedding (NHL 3.5) Mixed Rubble- 220mm Thickness (Mixed Stone) Clay Brick - 220mmThickness (220x100x60mm) Lime Render- 25-35mmThickness (Three Coat) Recessed Pointing Through out.

Roof Build up:The existing roof is a Timber King Post Trust Design, theStructure is resting on wall plates secured to head ofexternal wall.The Weather protection is Bangor blue slates secured totimber battens. The flashing used is a lead, the thickness isunsure.

Doors External:The External Doors are timber oak, and consists of iron andbrass , handles, locks and hinges. The fan light aboveconsists of a three over three plate glazing. The ope widthis 1230mm and combines door and fan light the structuralopening height is 2170mm.



Level - 0


Level - 0


Level - 4180


Level - 4180


Level - 7740


Level - 7740


Level - 9836


Level - 9836


Level - 14156


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

59 m²Stables No.4

20

27 m²Stables No.3

19

20 m²Hallway

18

25 m²Saddle Room

17

64 m²Stables No.2

16


36

19 m²Bedroom No.6

38

26 m²Sittingroom

39

8 m²WC40

17 m²Bedroom No.7

41

25 m²Spare No.1

42

36 m²Spare No.2

43

13

70

15

50

61

0

35

30

37

00

12

50

21

70

21

90

12

50

13

70

15

50

61

0

20

90

Detail 1

CS - 012 - E - DE

Detail 2

CS - 012 - E - DE

Detail 3

CS - 012 - E - DE

Level - 0


Level - 0


Level - 4180


Level - 4180


Level - 7740


Level - 7740


Level - 9836


Level - 9836


Level - 14156


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

11 m²Hallway

8

5 m²Hallway

7

11 m²Bathroom

11

47 m²Garage No.1

12

12 m²Hallway

13

47 m²Garage No.2

14

16 m²Garage No.3

15

64 m²Stables No.2

16


36

21 m²Diningroom No.2

35

9 m²Stairwell

30

26 m²Bedroom No.5

33

21 m²Bedroom No.4

32

26 m²Bedroom No.3

31

40

30

35

30

36

90

61

01

55

01

37

0

21

90

12

50

35

30

35

30

1 : 100CS - 008 - E - GA


CS - E - GA - Section AANo.1

1 : 100CS - 008 - E - GA


CS - E - GA - Section BBNo.2

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:43:02

Existing - Survey Section - AA +BB

Issue Date

CS - 008 - E - GA

BB

AA AA

BB

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed inthe oak panelling surround. Granite sill.Size: 1530 x 2170mm




Existing FF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed inthe oak panelling surround. Granite sill.Size: 1230 x 1530mm

Existing Chimneys:Ashlar granite construction with Limemotor.Decoration on top corbelled caps and claypots. Lead Flashing at base.


Existing External Door:Oak Frame and Panel. The ope 1230mm X2170mm. Leading on the Mid Landing ofSouth Wing Stairs.



Existing Jack Arch:Resting on Wrought Iron RSJBeam and Embedded intoStructural Wall.

Existing Internal Door:Oak Frame and Panel. Fan light aboveconsists of a three over three plate glazing.The ope 1230mm X 2170mm.

Existing Feature:Stable Pens, Oak constructionand cast, wrought iron featuresand slate troughs.

Existing Internal Structural Wall:Lime Plaster Face. Build up ofand Clay brick, sizes unsure.Lime motor binding andpointing.

Existing External Wall:Ashlar Granite External Face, LimePlaster Internal Face. Internal Buildup of rubble and brick work, sizesunsure. Lime motor binding andpointing.

Granite "Bridge"Leading to TennisCourt Area.


Existing Stairs:Granite Torsion Stairway. 800mmWide. Contains Wrought IronBanisters and Oak Baluster.

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed in theoak panelling surround. Granite sill. Size:1530 x 2170mm




Specialist advice sought from conservationarchitect/officer.Record works undertaken, noting materials &techniques applies.Sample trials to be conducted prior to full scaleconstruction.On site findings to be relayed to Design Team.

General Notes:All works to be passed by Building Control Officerinspections.Do not scale off drawings, dimensions shown to beused. Consult Architect's office for clarification of allqueries. All unforeseen conditions to be reported tothe Design Team where necessary

General:Coolattin House, County Wicklow, Grounds ofCoolattin Golf Club.Included in RPS in the Wicklow Co. Development Plan.19th Century Stables Building. Used as Store for CourseMaterials and Equipment. Condition of building isVaried. All Build up for the construction of the stableswill be assumed from in depth survey and usingSpecialist advice.






Jack Vault: Resting on Wrought Iron RSJ Beam andEmbedded into Structural Wall: Lime Plaster- 25-35mmThickness (Three Coat) Clay Brick Vault Structure, BrickLayed on thin side- 220mm Thickness (220x100x60mm)Limecrete Infill above Brickwork. Oak battensembedded into Limecrete to act as runners for Joists.(25 x 50mm) Oak Joists (100 x 50mm) Secured tobatten runners. Oak Floor boards (34mm) secured toTimber joists.

Timber Joist: Joists embedded into structural walls.Lath and Plaster Ceiling. Lime Plaster- 25-35mmThickness (Three Coat) Oak Laths 10mm Thickness(10mm x 30mm) Timber joists are 100 x 50mm. OakFloor boards (34mm) secured to Timber joists.

Roof Build up:The existing roof is a Timber King Post Trust Design, theStructure is resting on wall plates secured to head ofexternal wall.The Weather protection is Bangor blue slates securedto timber battens. The flashing used is a lead, thethickness is unsure.


Doors Internal:The Internal Doors are timber oak, and consists of ironand brass , handles, locks and hinges. The fan lightabove consists of a three over three plate glazing. Theope width is 1230mm and combines door and fanlight the structural opening height is 2170mm.

Doors External:The External Doors are timber oak, and consists of ironand brass , handles, locks and hinges. The fan lightabove consists of a three over three plate glazing. Theope width is 1230mm and combines door and fanlight the structural opening height is 2170mm.

Windows:There are two windows types in the Stableyard:Both are Sash oak windows, six over six, with plateglass glazing. The sash window weights are concealedin the oak panelling surround. The internal sill is oak andthe external sill is granite.GF Size: 1530 x 2170mm - FF Size: 1230 x 1550mm

Chimneys:The Chimneys are of various heights, they are all ofashlar granite construction with Lime motor and allhave corbelled caps and clay pots.



Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

9 m²Stairwell

30

38 m²Hallway

29

12 m²Hallway

13

34

20

35

30

22

00

13

70

15

50

61

0

Detail 1

CS - 013 - E - DE

Detail 3

CS - 013 - E - DE

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

25 m²Bedroom No.1

22

13 m²Hallway

24

66 m²Stables No.1

1

37

00

34

20

35

30

61

01

55

01

37

0

12

50

21

70

1 : 50CS - 009 - E - GA


CS - E - GA - Section CCNo.3

1 : 50CS - 009 - E - GA


CS - E - GA - Section DDNo.1

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:43:35

Existing - Survey Section - CC +DD

Issue Date

CS - 009 - E - GA

DDDD

CC

CC

BB

Existing External Wall:Ashlar Granite External Face, Lime PlasterInternal Face. Internal Build up of rubbleand brick work, sizes unsure. Lime motorbinding and pointing.



Existing FF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed in theoak panelling surround. Granite sill. Size:1230 x 1530mm

Existing External Door:Oak Frame and Panel. The ope1230mm X 2170mm. Leading on theMid Landing of South Wing Stairs.


Existing Internal Door:Oak Frame and Panel.Fan light above consistsof a three over threeplate glazing. The ope1230mm X 2170mm.

Existing Internal Stud Wall:Timber stud partition wothroak laths and lime plaster.



Existing Stairs:Granite Torsion Stairway.800mm Wide. ContainsWrought Iron Banisters andOak Baluster.

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed in theoak panelling surround. Granite sill. Size:1530 x 2170mm


Existing Chimneys:Ashlar granite constructionwith Lime motor.Decorationon top corbelled caps andclay pots. Lead Flashing atbase.


Existing Timber Joist FF:Timber Joists embedded into structural walls.Lath and Plaster Ceiling. Lime Plaster (Three Coat)Timber joists are 100 x 50mm.Oak Floor boards (34mm) secured to Timber

Existing Feature:Oak construction,incorporating Cast ironcolumns and cast, wroughtiron and slate troughs.

Existing Jack Arch:Resting on Wrought IronRSJ Beam andEmbedded intoStructural Wall.




















Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

26 m²Bedroom No.5

33

38 m²Hallway

29

47 m²Garage No.1

12

36

40

35

30

21

70

34

20

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

17 m²Kitchen

28


6

16 m²Hallway

5

38 m²Hallway

29

35

30

40

30

61

01

55

01

37

05

90

21

90

12

50

Detail 1

CS - 014 - E - DE

1 : 50CS - 010 - E - GA


CS - E - GA - Section EENo.1

1 : 50CS - 010 - E - GA


CS - E - GA - Section FFNo.2

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:43:50

Existing - Survey Section - EE +FF

Issue Date

CS - 010 - E - GA

EE

EE

FFFF

Existing External Wall:Ashlar Granite External Face, Lime PlasterInternal Face. Internal Build up of rubbleand brick work, sizes unsure. Lime motorbinding and pointing.



Existing FF Sliding Sash Windows:Six over six, with plate glass glazing.The sash window weights areconcealed in the oak panellingsurround. Granite sill. Size: 1230 x1530mm


Existing Internal Door:Oak Frame and Panel. Fan lightabove consists of a three overthree plate glazing. The ope1230mm X 2170mm.

Existing Internal Stud Wall:Timber stud partition wothroak laths and lime plaster.



Existing Chimneys:Ashlar granite constructionwith Lime motor.Decorationon top corbelled caps andclay pots. Lead Flashing atbase.




Existing External Door:Oak Frame and Panel. The ope1230mm X 2170mm. Leading onthe Mid Landing of South WingStairs.

Existing Timber Joist FF:Timber Joists embedded into structural walls.Lath and Plaster Ceiling. Lime Plaster (Three Coat)Timber joists are 100 x 50mm.Oak Floor boards (34mm) secured to Timber

Existing GF Sliding Sash Windows:Six over six, with plate glass glazing. Thesash window weights are concealed inthe oak panelling surround. Granite sill.Size: 1530 x 2170mm




















Existing Clay Brickwork.Spec: Assumed 100mm x 65mm x 220mm.Fixing: Secured via Lime Motor Bedding.Finish:Lime Render + Oak Panelling.

Existing Lime Motor.Spec: Flush Finish Pointing . NHL 3.5.

Existing Ashlar Granite Facade.Spec: Cut Stone 300mm x 130mm. Length of cutsvaried thorough out the stableyard.Fixing: Secured via Lime Motor Bedding.Finish: Natural

Existing Lime Motor.Spec: Varied Pointing. NHL 2.

Existing External Granite Paving.Spec: 100mm x 200mm x 60mm.Fixing: Laid directly onto sand binding.Finish: Natural

Existing Sand Blinding.Spec: Compacted Sand.

Note:All Materials and Details are Assumed from theGroup Survey Conducted.

Advice, Specs and Guidance of details,Materials, Methods is sought from the RelevantConservation Guidance Books.

Onsite Examination of Materials and Constructionwill Proceed when Construction is UnderwayRecording all Process.

External Internal

Existing Hardcore.



Existing Hardcore.

Existing Internal Rubble.Specs: Mixed internal structural Rubble.Fixing: Lime Motor.

Existing Oak Panelling Horizontal.Spec: Solid Oak Panelling. Thickness 25mm. PanelSize 1800mm x 60mm.Fixing: Secured to Brickwork Behind.Finish: Dark Stain Oil Based Coat.

Exiting Oak Panelling Vertical.Spec: Solid Oak Panelling. Thickness 25mm.Panel Size 1800mm x 60mm.Fixing: Secured to Brickwork Behind.Finish: Dark Stain Oil Based Coat.

Existing Granite Skirting.Spec: Solid Granite 250mm x 50mm.Fixing: Secured via Mortor.Finish: Natural.

Existing Clay Brickwork Foundation..Spec: Assumed 100mm x 65mm x 220mm.Fixing: Secured via Lime Motor Bedding NHL 5.

GL - 0 GFL - 0

Existing U- Value: 1.32 W/m2K

Ex

isti

ng

U-

Va

lue

: 3

.07

W/m

2K

130 180 220

530

10

08

0

25

0







External Internal



Existing Lime Plaster.Spec: 3 Coat Build up. NHL 2.Finish: Lime Base Colour.

Existing Oak Skirting.Spec: 150mm x 25mm.Fixing: Secured to Plaster andBrick Behind.Finish: Painted.

Existing Clay Brickwork Arched.Spec: Assumed 100mm x 65mm x 220mm.Fixing: Secured via Lime Motor Bedding.

Method: Brickwork Supported Via Shuttering Whilebeing Placed.

Existing Limecrete.Poured ontop of Claybrick Arch whileShuttering is in place.

Existing Oak Flooring.Specs: 15mm x 100mm.Fixing: Secured to Timber Joists.

Existing Timber Joists.Specs: 100mm x 50mm.Fixing: Laid on top of Limecrete andSecured to Timber Battens.

Existing Timber Battens.Specs: 50mm x 25mm.Fixing: Embedded into Limecretewhen poured.

FFL - 4180


Ex

isti

ng

U-

Va

lue

: 1

.88

W/m

2K

130 180 220

560

301

50

30

70

16

01

00

20


Advice, Specs and Guidance of details, Materials,Methods is sought from the Relevant ConservationGuidance Books.

Onsite Examination of Materials and Construction willProceed when Construction is Underway Recordingall Process.

Existing Clay Brickwork Arched.Spec: Assumed 100mm x 65mm x 220mm.Fixing: Secured via Lime Motor Bedding.

Method: Brickwork Supported Via Shuttering Whilebeing Placed.


Existing Oak Flooring.Specs: 15mm x 100mm.Fixing: Secured to Timber Joists.

Existing Timber Joists.Specs: 100mm x 50mm.Fixing: Laid on top of Limecreteand Secured to Timber Battens.

Existing Timber Battens.Specs: 50mm x 25mm.Fixing: Embedded intoLimecrete when poured.

FFL - 4180

Existing Structural Cast Iron Column.Specs: Radious 100mm.Fixing: Secured to Ground Floor and Supporting RSJAbove.Finish: Black Paint.

Existing RSJSpecs: Unknown


20

10

03

0

200

12

0

Section AA -Detail No.1



Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:43:56

Existing - Details No.1, 2, 3

Issue Date

CS - 012 - E - DE 1 : 5CS - 012 - E - DE

E - Section BB - Detail No.1 - External Wall / FoundationJunction

No.1

1 : 5CS - 012 - E - DE

E - Section BB - Detail No.2 - External Wall / First FloorJunction - Jack Arch

No.2 1 : 5CS - 012 - E - DE

E - Section BB - Detail No.3 - First Floor / Jack Arch /Column

No.3

CS - 012 - E - DE


Existing Section - BBNo.4




















BB

BB







ExternalInternal




Ex

isti

ng

U-

Va

lue

: 2

.86

W/m

2K

Existing Cornice:Spec: Ashlar Granite Cornice, Sweeped around parpet.Housing internal drainage gully.Fixing: Secured via Lime Motor Bedding.

Existing Lead Lined Gutter. Over Lap withGutter Linning.


Existing Wall Plate.Spec: Timber 100mm x 100mm.Fixing: Secured via Lime Motor Bedding.

Existing Clay Brickwork Infill.

Exisitng Timber Support for LeadLinning in Gutter.

Existing Roof Build up:Bangor blue slates weathering.Secured to Battens Underneath.

Existing Timber Joist.Specs: 100mm x 50mm, Solid Oak.Fixing: Resting on Wall Plate.

Existing Lath and Plaster Ceiling.

Existing King Post Truss Roof.Specs: Traditional Build Up of Joists, Purlins, Rafters andBatten.

10

02

01

0

13

0

100

60

50

40

Section CCDetail No.4








Note:All Materials and Details are Assumed from the Group Survey Conducted.

Advice, Specs and Guidance of details, Materials, Methods is sought fromthe Relevant Conservation Guidance Books.

Onsite Examination of Materials and Construction will Proceed whenConstruction is Underway Recording all Process.

External Internal



GL - 0 GFL - 0


10

08

0

Existing External Door:Specs: Solid Oak. Width1230mm Height 2170mm.Fixing: Secured to Oak Frame via Iron Hinges.Finish: Paint White Lead Kick board.

Existing External Door Frame.Specs: Oak Frame,Fixing: Secured to Granite Ope.Finish: Paint, White.

390 20 50 80

460

Existing Limecrete Threshold.

10

0






External Internal


Existing External Door:Specs: Solid Oak. Width1230mm Height 2170mm.Fixing: Secured to Oak Frame via Iron Hinges.Finish: Paint White Lead Kick board.

Existing External Door Frame.Specs: Oak Frame,Fixing: Secured to Granite Ope.Finish: Paint, White.

Existing External Window Frame.Specs: Oak Frame.Fixing: Secured to Granite Ope.Finish: Paint White.

Existing Window.Specs: Oak Frame, Plate Glazing, 4 over 4.Rotates at Centre inwards.Fixing: Secured to Frame.

390 20 50 80

540

390 70 30 50

150






Existing External Window Frame.Specs: Oak Frame.Fixing: Secured to Granite Ope.Finish: Paint White.

Existing Window.Specs: Oak Frame, Plate Glazing, 4 over 4.Rotates at Centre inwards.Fixing: Secured to Frame.

390

540

70 30 50

70

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:44:23

Existing - Details No.4, 5, 6, 7

Issue Date

CS - 013 - E - DE

1 : 5CS - 013 - E - DE

E - Section CC - Detail No.4 - EavesNo.1

CS - 013 - E - DE


Existing Section - CCNo.2

1 : 5CS - 013 - E - DE

E - Section CC - Detail No.5 - External Door ThresholdNo.3

1 : 5CS - 013 - E - DE

E - Section CC - Detail No.6 - External Door Head /Window

No.4

1 : 5CS - 013 - E - DE

E - Section CC - Detail No.7 - External Window HeadNo.5




















CC

CC

Existing Clay Brickwork.Spec: Assumed 100mm x 65mm x220mm.Fixing: Secured via Lime MotorBedding.Finish:Lime Render + Oak Panelling.




External Internal

Existing Internal Rubble.Specs: Mixed internal structuralRubble.Fixing: Lime Motor.

70

70


130 180 220 30

560

530 30

Existing Oak Sill.Secured to Window Frameand Brick.

Existing Granite Cut Sill.Drip Incorporated.

Note:All Materials and Details are Assumed from the Group SurveyConducted.

Advice, Specs and Guidance of details, Materials, Methods issought from the Relevant Conservation Guidance Books.

Onsite Examination of Materials and Construction will Proceedwhen Construction is Underway Recording all Process.

Existing Oak Shuttering.Concealing Pulleys and Weights.

Meeting Rail Internal Sash.

Meeting Rail External Sash.

Existing Solid Oak Window Stool.

Upper Sash Rail.

Lower Sash Rail.

Glazing Plane.Spec: Plate Glass 6mm



Inner Track for Lower SashWindow.

Inner Track for Lower Sash Window.

Traditional Putty to secure plate glass.

Staff Bead.

Staff Bead.

Oak Headbox.

Existing Ashlar Granite Lintel.Spec: Cut Stone 300mm. Length of cuts variedthorough out the stableyard.Fixing: Secured via Lime Motor Bedding.Finish: Natural

External

Internal


Existing Ashlar Granite Lintel.Spec: Cut Stone 300mm. Length of cuts variedthorough out the stableyard.Fixing: Secured via Lime Motor Bedding.Finish: Natural

13

01

80

22

02

0

55

0

70

25

02

06

02

02

01

03

02

0

17

0

Existing Oak Shuttering.Concealing Pulleys and Weights.

Exiting Sash WindowCounter Weights.


Existing Internal Rubble.Specs: Mixed internal structuralRubble.Fixing: Lime Motor.


Existing Oak Sill.Secured to Window Frameand Brick.

Existing Granite Cut Sill.Drip Incorporated.

Lower Sash Rail.

Staff Bead.

Inner Track for Lower SashWindow.

Note:All Materials and Details are Assumed fromthe Group Survey Conducted.

Advice, Specs and Guidance of details,Materials, Methods is sought from theRelevant Conservation Guidance Books.

Onsite Examination of Materials andConstruction will Proceed whenConstruction is Underway Recording allProcess.


Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:44:29

Existing - Details - Sash Window

Issue Date

CS - 014 - E - DE

1 : 5CS - 014 - E - DE

E - Section FF - Detail No.8 - Existing Sash Window SillNo.1

CS - 014 - E - DE


Section FF - Existing Sash WindowNo.2

CS - 014 - E - DE


Window ExternalNo.3

CS - 014 - E - DE


Window InternalNo.4

1 : 5CS - 014 - E - DE

E - Section FF - Detail No.9 - Existing Sash Window JamNo.5




















FF FF

Scale

Drawn by

Date



Structure

Mark Grincell


1 : 200

11/12/2015 14:48:06

Demolished - First Floor Plan +Ground Floor Plan.

Issue Date

CS - 016 - D - GA 1 : 200CS - 016 - D - GA

Phase - Proposed DemolitionFilter - Show Previous + Demo

CS - D - GA - Level 0 - GFPNo.1

1 : 200CS - 016 - D - GA


CS - D - GA - Level 1 - FFLNo.2

Disclaimer:The Plans, Sections, Elevations, Details, Services ETC. ofthe Coolattin Stableyard, Co.Wicklow, are AssumedConstruction from the findings of a Group Survey of theBuilding.

Specialist advice sought from conservationarchitect/officer.

Record works undertaken, noting materials &techniques applies.

Sample trials to be conducted prior to full scaleconstruction.

On site findings to be relayed to Design Team.

General Notes:All works to be passed by Building Control Officerinspections.

Do not scale off drawings, dimensions shown to beused.

Consult Architect's office for clarification of all queries.All unforeseen conditions to be reported to the DesignTeam where necessary.

Existing Rubbles Wall.Specs: The rubble wall was a new insert with anunknown date of construction. It extended in front ofa Sash window on the first floor.

Demolition Method:Care to be taken when demolitionis operation. The rubble wall is to be deconstructedbrick by brick,top to bottom, as to ensure no damageis done to the existing structural wall, boundary wall,and sash window

Health and Safety: Standard Personal ProtectionEquipment+ gloves, goggles as dust and lime motorcould cause irritation. The work carried out to be onlevel of demolition. The use of Scaffolding, CherryPicker to be used for the brick to brick demolition. Asafe zone of the Fall Radius is to be zoned incase ofwall failure.

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and wallsvertically. Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (ThreeCoat). The lath and plaster finish is damage due to dame.

Demolition Method: Removal of the existing door first followed by the removal of thelath and plaster finish. Removal of the remaining runner stud and vertical studs tofollow, removal of the stud fixing to be done with care as not to damage existingfabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles anddust mark to be worn as dust and fungal bacteria could be present.

Existing Rubble Wall.Justification for Demolition: The rubble wall needs to be removed as to allow access tothe first floor window to construct an accessible, ambient, escape stairwell and lift shaft,to allow access to the First Floor Level, this is in guidence with principles. No.13 Complyingwith building regulations. Although it does not comply with all principles its it mostimportant. (To be followed: No.11 + No.13 + No.8)

Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state of decay andneeds to be repaired . By removing it will allow a cleat run along the corridor tocomply with Conservation Principles No.13 (To be followed: No.11 + No.13 + No.8)

Conservation Principles:

As required by the department of arts, heritage andgaeltacht the following principles will be followed. Alldetails, materials, alterations, demolitions are bestpractice and based on the following:

1- Keeping a Building in Use.

2- Researching and Analysing.Conservation advice for all new alteration for Coolattinstableyard shall be fully researched and analysised andadvised by the conservation specialist. All New work willbe record as the project progresses.

3- Using Expert Conservation Advice.

4- Protecting the Special Interest.The Character and special interests of Coolattin needs tobe protected at all time, during survey, demolition andnew construction. No part of the fabric of the buildingshall be altered, demolished or repaired without advicefrom conservation specialist.

5- Promoting Minimum Intervention.The approach for Coolattin Stableyard will be do as muchas necessary and as little as possible. All new works are ofnecessary insertion for the new use and have beendesigned so to have minimum intervention.

6- Respecting Earlier Alterations of Interest.The existing building fabric and special interests are of theutmost importance. Repetition the materials andconstruction is to be followed through out design,demolition and construction.

7- Repairing Rather than Replacing.The Designs shall preserve the authentic fabric andspecial interests of the stableyard. Expert repair willpreserve the materials with out further damaging thefabric. Where a feature or materials is beyond repair itshall be removed with care and replaced with moderninterventions.

8- Promoting Honesty of Repairs and Alterations.New Work shall be based on historical accuracy and willbe clearly distinguishable by design and use of materials.

9- Using Appropriate Materials and Methods.Appropriate methods and materials will be usedaccording to be requirement of the upgrade. Modernmaterials and methods will be used where advices in thedrawings and advises by conservation specialist.

10- Ensuring Reversibility of Alterations.All upgrades, alterations, new inserts, materials, detailshave to be reversible with medium effort, while notdeforming the existing fabric and special inserts. All fixingdetails are allowing for some sacrificial existing materials(Lime Mortor)

11- Avoiding Incremental Damage.All upgrades are to be over seen and advises by theconservation specialist. During demolition the adequatesafety precautions is to be taken to ensure if an accidentdoes arise is can be handles adequately without causingfurther damage.

12- Discouraging the Use of Architectural Salvage fromOther Buildings.

13- Complying with the current Building Regulations.The building regulations that will be implemented anddemonstrated for the Coolattin Stableyard will ensurethe universal access and fire safety to all occupants.See Regulation Sheets.

Demolition:All demolition on site to be over seen by demolitioncontractor and seen to enforce health and safetyand ensure the principles of prevention to be used inall demolition undergoing.

The detailed statement of demolition works asspecified by contractor to be followed at all times.

The demolition guidence stated in the Plans,Sections, Elevations, Details, Services etc isguidence to be followed as long as it does notclash with demolition statement.

The demolition guidence stated in the Plans,Sections, Elevations, Details, Services etc aresupported with the conservation principles andshould be made reference too at all times during thisstage.

Health and Safety:

Foreman on site as well as one other representativeto have essential first aid training as to ensure if anaccident is to accrue a quick response can beachieved.

As the location or operations is remote a directemergency landline is to be installed prior tocommencing of construction.

First aid facility areas to have hand, face and eyewash areas are these could be most commoninjuries if an accident is to accrue.

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber studsecured ground floor horizontally and wallsvertically. Timber Lath and Plaster Stud Finish.Lime Plaster 25-35mm Thickness (Three Coat).The lath and plaster finish is damage due todame.

Demolition Method: Removal of the existingdoor first followed by the removal of the lathand plaster finish. Removal of the remainingrunner stud and vertical studs to follow,removal of the stud fixing to be done withcare as not to damage existing fabric.

Health and Safety: Standard PersonalProtection Equipment+ gloves, goggles anddust mark to be worn as dust and fungalbacteria could be present.

Ope in Existing Wall.Specs: Ope to be demolished thorough existing wall. Hope to be1200mm x 2100mm. The Existing internal wall is 250mm thickness and isconsistent of brick and lime based plaster eitherside.

Demolition Method: The wall is to be examined by a structural engineerto elaborate the importance of it. Method of cut through to be finalisedby demolition contractor. Any bricks that can be salvaged to bestored.

Health and Safety: When approved to be safe to do so by structuralengineer commence work. Appropriate PPE to be used. Eye andmark protected to be used during cutting.The cutting method (consaw) to have proprietary water up system inoperation to minimize dust partials.

Ope in Existing Wall.Justification for Demolition: The wall is to be taken down carefully.Preserving and recording all the bricks. where possible allow for bricksto be pulled out and not cut.The Opening of the wall will allow a free flow of the hallway and stairsand will aid circulation though out the building. (To be followed:No.11 + No.13 + No.8)

Timber Partition and Internal Door.Justification for Demolition: The door andpartition is in a bad state of decay andneeds to be repaired . By removing it willallow an open plan for the newproposed apartment. (To be followed:No.11 + No.13 + No.8)

Timber Partition.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and walls vertically.Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (Three Coat). The lathand plaster finish is damage due to dame.

Demolition Method: The removal of the lath and plaster finish. Removal of the remainingrunner stud and vertical studs to follow, removal of the stud fixing to be done with care asnot to damage existing fabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dust markto be worn as dust and fungal bacteria could be present.

Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state ofdecay and needs to be repaired . By removing it will allow an openplan for the new proposed apartment. (To be followed: No.11 +No.13 + No.8)

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and walls vertically.Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (Three Coat). The lathand plaster finish is damage due to dame.

Demolition Method: Removal of the existing door first followed by the removal of the lathand plaster finish. Removal of the remaining runner stud and vertical studs to follow,removal of the stud fixing to be done with care as not to damage existing fabric.


Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad stateof decay and needs to be repaired . By removing it will allow anopen plan for the new proposed apartment. (To be followed:No.11 + No.13 + No.8)

Existing Sash Window and Surround.Specs: Six over six sash window, timber oak.The window measures 1520mm Height x1230mm Wide. The window is strapped in tothe existing wall build up. Three is a granitecill supporting the base. The ope is spalyedinwards.

Demolition Method: The window is removedcarefully to preserve it. Following that Thecill is also to be removed by hand. From thesill to the existing first floor the ashlar granitefacade is to be removed by hand and notcut. The following materials in the wall is tobe removed according to the demolitionexpert as it is more sacrificial.

Health and Safety: Standard PersonalProtection Equipment+ gloves, goggles anddust mark to be worn as dust could bepresent. The operation will be working at aheight and requires appropriate measure.externally scaffolding is to be erected and asafe zone will be zoned off around to theappropriate distance incase of anaccident. The stair well below will be closedoff for operations.

Existing Sash Window and Surround.Justification for Demolition: The proposalfor the removal of the window is to allowthe construction of a lift to allow accessto the apartments. This will provideequal access to all people.

the window will be carefully removedand record. It will then be stored andpreserved for re insert if necessary.

The External ashlar granite facade willbe carefully deconstructed, number andstored for refit. (To be followed: No.4 +No.5 +No.11 + No.13 + No.8)

Timber Partition and InternalDoor.Specs: Size100mmx 50mmtimber stud secured groundfloor horizontally and wallsvertically. Timber Lath andPlaster Stud Finish. LimePlaster 25-35mm Thickness(Three Coat). The lath andplaster finish is damage dueto dame.

Demolition Method:

Removal of the existing doorfirst followed by the removalof the lath and plaster finish.Removal of the remainingrunner stud and verticalstuds to follow, removal ofthe stud fixing to be donewith care as not to damageexisting fabric.

Health and Safety: StandardPersonal ProtectionEquipment+ gloves, gogglesand dust mark to be worn asdust and fungal bacteriacould be present.

Timber Partition and InternalDoor.Justification for Demolition:The door and partition is in abad state of decay andneeds to be repaired . Byremoving it will allow anopen plan for the stair well.(To be followed: No.11 +No.13 + No.8)

Existing Sash Window and Surround.Specs: Six over six sash window, timber oak. The window measures 1520mm Height x 1230mm Wide. The window isstrapped in to the existing wall build up. Three is a granite cill supporting the base. The ope is spalyed inwards. Thewall is a mixed rubble.

Demolition Method: The window is removed carefully to preserve it. Following that The cill is also to be removedby hand. From the sill to the existing first floor the rubble is to be removed and an ope of 1800mm to head heightis to be created. The following materials in the wall is to be removed according to the demolition expert as it ismore sacrificial.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dust mark to be worn as dustcould be present. The operation will be working at a height and requires appropriate measure. externallyscaffolding is to be erected and a safe zone will be zoned off around to the appropriate distance incase of anaccident. The stair well below will be closed off for operations.

Existing Sash Window and Surround.Justification for Demolition: The proposal for the removal ofthe window is to allow the construction of a lift and stairs(this stairs is also a fire escape) to allow access to theworkshops and offices. This will provide equal access to allpeople and fire safety.

the window will be carefully removed and record. It will thenbe stored and preserved for re insert if necessary.

The rubble wall is sacrificial is this case for the importancewith compliance with building regulations. (To be followed:No.4 + No.5 +No.11 + No.13 + No.8)

CS - 016 - D - GA


CS - D - 3D - First Floor PlanNo.4

CS - 016 - D - GA


CS - D - 3D - Ground Floor PlanNo.5

Scale

Drawn by

Date



Structure

Mark Grincell


11/12/2015 14:48:57

Demolished - Ground Floor - 3D

Issue Date

CS - 017 - D - GA

CS - 017 - D - GA


CS - D - 3D -Ground Floor Plan No.2No.2

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber stud secured ground floor horizontally andwalls vertically. Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mmThickness (Three Coat). The lath and plaster finish is damage due to dame.

Demolition Method: Removal of the existing door first followed by the removalof the lath and plaster finish. Removal of the remaining runner stud andvertical studs to follow, removal of the stud fixing to be done with care as notto damage existing fabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, gogglesand dust mark to be worn as dust and fungal bacteria could be present.

Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state ofdecay and needs to be repaired . By removing it will allow a cleat runalong the corridor to comply with Conservation Principles No.13 (To befollowed: No.11 + No.13 + No.8)

Ope in Existing Wall.Specs: Ope to be demolished thorough existing wall. Hope to be1200mm x 2100mm. The Existing internal wall is 250mm thickness and isconsistent of brick and lime based plaster eitherside.

Demolition Method: The wall is to be examined by a structural engineerto elaborate the importance of it. Method of cut through to be finalisedby demolition contractor. Any bricks that can be salvaged to bestored.

Health and Safety: When approved to be safe to do so by structuralengineer commence work. Appropriate PPE to be used. Eye andmark protected to be used during cutting.The cutting method (consaw) to have proprietary water up system inoperation to minimize dust partials.

Ope in Existing Wall.Justification for Demolition: The wall is to be taken down carefully.Preserving and recording all the bricks. where possible allow for bricksto be pulled out and not cut.The Opening of the wall will allow a free flow of the hallway and stairsand will aid circulation though out the building. (To be followed:No.11 + No.13 + No.8)

Existing Rubbles Wall.Specs: The rubble wall was a new insert with an unknown date ofconstruction. It extended in front of a Sash window on the first floor.

Demolition Method:Care to be taken when demolition is operation. Therubble wall is to be deconstructed brick by brick,top to bottom, as toensure no damage is done to the existing structural wall, boundarywall, and sash window

Health and Safety: Standard Personal Protection Equipment+ gloves,goggles as dust and lime motor could cause irritation. The work carriedout to be on level of demolition. The use of Scaffolding, Cherry Picker tobe used for the brick to brick demolition. A safe zone of the Fall Radius isto be zoned incase of wall failure.

Existing Rubble Wall.Justification for Demolition: The rubble wall needs to be removed as to allowaccess to the first floor window to construct an accessible, ambient, escapestairwell and lift shaft, to allow access to the First Floor Level, this is in guidencewith principles. No.13 Complying with building regulations. Although it does notcomply with all principles its it most important. (To be followed: No.11 + No.13 +No.8)

Timber Partitions.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and walls vertically. TimberLath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (Three Coat). The lath and plaster finish isdamage due to dame.

Demolition Method: Removal of the existing door first followed by the removal of the lath and plasterfinish. Removal of the remaining runner stud and vertical studs to follow, removal of the stud fixing tobe done with care as not to damage existing fabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dust mark to beworn as dust and fungal bacteria could be present.

Timber Partitions.Justification for Demolition: The door and partition is in a bad state of decay and needs tobe repaired . By removing it will allow new partitions that will be fire rated and incorporatenew doors. (To be followed: No.11 + No.13 + No.8)

Cast Iron Drainpipe.Specs: Cast Iron pipework, constructed in sections and assembled. Securedto Ashlar Granite Facade by cast iron straps. It extends to the parapet whereit is met by a transfer pipe from gutter. The pipework is extremely damagedand in need for repairs.

Demolition Method: Existing hopper to be removed at top and transfer pipefilled in to direct water to next down pipe. Pipe section to be removed oneby one and the straps to be removed carefully as not to cause any damageto the ashlar granite facade.

Health and Safety: Standard Personal Protection Equipment+ gloves, Workingat height is danagerous and will require the use of a small platform lift toreach up. Ensuring the required safetly precaution is taken with lift. A safezone is to be marked out around area incase of accedential fll of pipework.Care to be taken when removing hopper as gutter might be blocked.

Cast Iron Downpipes.Justification for Demolition: The downpipe will be onstructing the newinstalation of the lift to access the aprtments. The Downpipe will recorder,numbered and stored for reuse. (To be followed: No.2 + No.10 + No.11 +No.8)

CS - 017 - D - GA


West Wing Demolition - Removal of Rubble WallNo.1

CS - 017 - D - GA


East Wing Demolition - Removal of Wall OpeNo.3

CS - 017 - D - GA


East Wing Demolition - Internal Hall Door and WallNo.4

CS - 017 - D - GA


South Wing Demolish - New Door and PartitionNo.5




























Health and Safety:




Scale

Drawn by

Date



Structure

Mark Grincell


11/12/2015 14:50:06

Demolished - First Floor 3D

Issue Date

CS - 018 - D - GA

CS - 018 - D - GA


CS - D - 3D - First Ground Floor Plan No.2No.1

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and wallsvertically. Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (ThreeCoat). The lath and plaster finish is damage due to dame.

Demolition Method: Removal of the existing door first followed by the removal ofthe lath and plaster finish. Removal of the remaining runner stud and vertical studsto follow, removal of the stud fixing to be done with care as not to damage existingfabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles anddust mark to be worn as dust and fungal bacteria could be present.

Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state of decay andneeds to be repaired . By removing it will allow an open plan for the newproposed apartment. (To be followed: No.11 + No.13 + No.8)

Timber Partition.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and walls vertically.Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (Three Coat). The lathand plaster finish is damage due to dame.

Demolition Method: The removal of the lath and plaster finish. Removal of the remainingrunner stud and vertical studs to follow, removal of the stud fixing to be done with care asnot to damage existing fabric.


Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state ofdecay and needs to be repaired . By removing it will allow an openplan for the new proposed apartment. (To be followed: No.11 +No.13 + No.8)

Existing Sash Window and Surround.Specs: Six over six sash window, timber oak. The window measures 1520mm Height x1230mm Wide. The window is strapped in to the existing wall build up. Three is a granite cillsupporting the base. The ope is spalyed inwards.

Demolition Method: The window is removed carefully to preserve it. Following that The cillis also to be removed by hand. From the sill to the existing first floor the ashlar granitefacade is to be removed by hand and not cut. The following materials in the wall is to beremoved according to the demolition expert as it is more sacrificial.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dustmark to be worn as dust could be present. The operation will be working at a height andrequires appropriate measure. externally scaffolding is to be erected and a safe zone willbe zoned off around to the appropriate distance incase of an accident. The stair wellbelow will be closed off for operations.

Existing Sash Window and Surround.Justification for Demolition: The proposal for the removal of the windowis to allow the construction of a lift to allow access to the apartments.This will provide equal access to all people.

the window will be carefully removed and record. It will then be storedand preserved for re insert if necessary.

The External ashlar granite facade will be carefully deconstructed,number and stored for refit. (To be followed: No.4 + No.5 +No.11 + No.13 +No.8)

Timber Partition and Internal Door.Specs: Size100mmx 50mm timber stud secured ground floor horizontally and walls vertically.Timber Lath and Plaster Stud Finish. Lime Plaster 25-35mm Thickness (Three Coat). The lath andplaster finish is damage due to dame.

Demolition Method: Removal of the existing door first followed by the removal of the lath andplaster finish. Removal of the remaining runner stud and vertical studs to follow, removal of thestud fixing to be done with care as not to damage existing fabric.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dust mark tobe worn as dust and fungal bacteria could be present.

Timber Partition and Internal Door.Justification for Demolition: The door and partition is in a bad state ofdecay and needs to be repaired . By removing it will allow an openplan for the stair well. (To be followed: No.11 + No.13 + No.8)

Existing Sash Window and Surround.Specs: Six over six sash window, timber oak. The window measures 1520mm Height x 1230mm Wide. The window is strapped in tothe existing wall build up. Three is a granite cill supporting the base. The ope is spalyed inwards. The wall is a mixed rubble.

Demolition Method: The window is removed carefully to preserve it. Following that The cill is also to be removed by hand. Fromthe sill to the existing first floor the rubble is to be removed and an ope of 1800mm to head height is to be created. The followingmaterials in the wall is to be removed according to the demolition expert as it is more sacrificial.

Health and Safety: Standard Personal Protection Equipment+ gloves, goggles and dust mark to be worn as dust could be present.The operation will be working at a height and requires appropriate measure. externally scaffolding is to be erected and a safezone will be zoned off around to the appropriate distance incase of an accident. The stair well below will be closed off foroperations.

Existing Sash Window and Surround.Justification for Demolition: The proposal for the removal of the window is to allow the construction of a lift and stairs (thisstairs is also a fire escape) to allow access to the workshops and offices. This will provide equal access to all people and firesafety.

the window will be carefully removed and record. It will then be stored and preserved for re insert if necessary.

The rubble wall is sacrificial is this case for the importance with compliance with building regulations. (To be followed: No.4 +No.5 +No.11 + No.13 + No.8)

CS - 018 - D - GA


West Wing Demolition - FF WindowNo.2

CS - 018 - D - GA


South Wing Demolition - FF WindowNo.3

CS - 018 - D - GA


West Wing Demolition - Partition on LandingNo.4

CS - 018 - D - GA


South Wing Demolition - Partition RemovalNo.5




























Health and Safety:




66 m²Showroom No.1

1

26 m²Showroom No.2

2

15 m²Hallway

3

22 m²Reception

4

27 m²Hallway

6

20 m²Office

5

15 m²Plantroom

8

5 m²Hallway

7

3 m²Store

10

8 m²Uni Wc

9

47 m²Showroom No.3

11

12 m²Hallway

13

47 m²Showroom No.4

12

8 m²Uni Wc

14

7 m²Hall15

64 m²Showroom No.5

16

25 m²Showroom No.6

17

20 m²Hallway

18

27 m²Showrrom No.7

19

59 m²Showroom No.8

20

60

0

30022001000 1220

59021001000 590

10

40

23

50

18801580

20

50

59021001000 590

1000

10

00

10

10

1000 1000

1000 1000

1000 1000

10

00

10

00

10

00

10

00

1000

1000 1000

1000 1000

10

00

10

10

58005560

21

70

12

30

21

70

12

30

35

20

14

70

31022001000 1050

30022001000 1050

22

00

10

00

36

80

22

00

10

00

22

00

10

00

21001500

22001000

720

53

0

21101540

21701230

21701230

540

73

0

1050 5240

52

80

22

50

3430 1660

1180 3760

2050

16

60

15

10

19

60

15

10

1160 2350 1440

10

00

1

CS - 026 - P - GA

2

CS - 026 - P - GA

1

CS - 027 - P - GA

2

CS - 027 - P - GA

1

CS - 028 - P - GA

2

CS - 028 - P - GA

-

---

Scale

Drawn by

Date



Structure

Mark Grincell


1 : 100

11/12/2015 14:53:08

Proposed - Ground Floor Plan.

Issue Date

CS - 019 - P - GA

Disclaimer:The Plans, Sections, Elevations, Details, ServicesETC. of the Coolattin Stableyard, Co.Wicklow, areAssumed Construction from the findings of a GroupSurvey of the Building.







Consult Architect's office for clarification of allqueries. All unforeseen conditions to be reportedto the Design Team where necessary.

1 : 100CS - 019 - P - GA

Phase - Proposed UpgradeFilter - Show Previous + New

CS - P - GA - Level 0 - GFPNo.2

General Specification:

Ground Floor Build Up:The existing ground floor build GranitePaving will be cleaned and restored vialow power washing.

External Wall Build Up:There are two wall build ups externally inthe Stableyard:Ashlar Granite will be cleaned via lowpower wash and repointed to theaccording lime Mortor from materialinvestigation.

Internal lime plaster to be repaired wherepossible. In some zones will have to bestripped full according to investigation oflime consistency.

Rubble Mixed will be will be cleaned vialow power wash and repointed to theaccording lime mortor from materialinvestigation.


First Floor Build up:There are two Floor build ups in theStableyard:

The Jack Vault: Wrought Iron RSJ Beam andcolumns will be cleaned via hand tools andthen repaired according to damage andrepainted to existing colour according toinvestigation. Lime plaster to be repairedwhere faulted according to investigationof lime consistency.

Oak Floor boards to be lifted and removedas they are damaged beyond repair.Sheepwool insulation is to be placedbetween the joints and new floor boards tobe placed. These will be engineered oakveneer wood 24mm in thickness.

Timber Joist: Lath and plaster ceiling to berepaired in accordance to conservationexperts. Oak Floor boards to be lifted andremoved as they are damaged beyondrepair. Sheepwool insulation is to be placedbetween the joists and new floor boards tobe placed. These will be engineered oakveneer wood 24mm in thickness.

Roof Build up:The existing roof is to be examined bystructural engineer, frame and wall platesto be examined and repaired where needbe in accordance with conservationprinciples.

Lath and plaster ceiling to be repaired inaccordance to conservation experts.Sheepwool insulation is to be placedbetween the joists, 150mm ridgit insulationplaced ontop of joists.

The Bangor blue slates are to be recorded,numbered and removed., followed by theinstallation of a breathable roof membraneand the reinstallation of slates.

Internal Partitions:

All new internal partitions are to bedeigned in accordance with details. Asrequired by design they will be 100mm x50mm timber stud and runners infill ofSheepwool insulation and if requiredrockwool, plaster boar12.5mm (Breathable,high thermal mass board + fireline board)and a 2.5mm Lime Plaster Skim.

Doors Internal:Internal doors to be restored inaccordance with conservation principlesand under the advice of conservationexpert. Locks to be restored. Fan lightabove to be repaired and gazing to berepaired and replaced.

Doors External:External doors to be restored inaccordance with conservation principlesand under the advice of conservationexpert, draft seals to be installed onopening sections of door and window.Removal of doors for repair will allow forinstallation of draft seal around ope onreinstallation.

Locks to be restored. Fan light above to berepaired and gazing to be repaired andreplaced. New installation of dead locks tobe installed on base to allow permanentopen.

New installation of aluminium pressureplate frame, glazing and glazed door to beinstalled, in accordance with details.

Windows:Oak windows to be removed for repair byexperts over seen by conservation expert.During the repair, new draft proofing is tobe installed on sashes in accordance withdetails and experts craftsman.

The mechanisms of sash window to berepaired and with the addition of a pivotlock to be added for security.

The installation of Pilkington Specrta glazingwill be installed and the remaining existingplate glazing to be recorded, numberedand stored.

On the reinstallation of windows draftsealing around the ope to be installed.

Chimneys:Ashlar Granite will be cleaned via lowpower wash and repointed to theaccording lime mortor from materialinvestigation. Corbelled caps and clay potsto be cleaned and repaired.

Conservation Principles:As required by the department of arts, heritage andgaeltacht the following principles will be followed.All details, materials, alterations, demolitions arebest practice and based on the following:


2- Researching and Analysing.Conservation advice for all new alteration forCoolattin stableyard shall be fully researched andanalysised and advised by the conservationspecialist. All New work will be record as theproject progresses.


4- Protecting the Special Interest.The Character and special interests of Coolattinneeds to be protected at all time, during survey,demolition and new construction. No part of thefabric of the building shall be altered, demolishedor repaired without advice from conservationspecialist.

5- Promoting Minimum Intervention.The approach for Coolattin Stableyard will be do asmuch as necessary and as little as possible. All newworks are of necessary insertion for the new useand have been designed so to have minimumintervention.

6- Respecting Earlier Alterations of Interest.The existing building fabric and special interests areof the utmost importance. Repetition the materialsand construction is to be followed through outdesign, demolition and construction.

7- Repairing Rather than Replacing.The Designs shall preserve the authentic fabric andspecial interests of the stableyard. Expert repair willpreserve the materials with out further damagingthe fabric. Where a feature or materials is beyondrepair it shall be removed with care and replacedwith modern interventions.

8- Promoting Honesty of Repairs and Alterations.New Work shall be based on historical accuracyand will be clearly distinguishable by design anduse of materials.

9- Using Appropriate Materials and Methods.Appropriate methods and materials will be usedaccording to be requirement of the upgrade.Modern materials and methods will be used whereadvices in the drawings and advises byconservation specialist.

10- Ensuring Reversibility of Alterations.All upgrades, alterations, new inserts, materials,details have to be reversible with medium effort,while not deforming the existing fabric and specialinserts. All fixing details are allowing for somesacrificial existing materials (Lime Mortor)

11- Avoiding Incremental Damage.All upgrades are to be over seen and advises bythe conservation specialist. During demolition theadequate safety precautions is to be taken toensure if an accident does arise is can be handlesadequately without causing further damage.

12- Discouraging the Use of Architectural Salvagefrom Other Buildings.

13- Complying with the current BuildingRegulations.The building regulations that will be implementedand demonstrated for the Coolattin Stableyard willensure the universal access and fire safety to alloccupants.See Regulation Sheets.

General Upgrade Specification:The upgrade of Coolattin Stables will be a minimumzone to zone upgrade. All upgrades are inaccordance with Conservation Principles. EachZone has its own requirements and will be outlinesbelow.

The Showrooms will be a localized heating zone ,these will be remain authentic and minimumchange and restoration work to the internal limeplaster, oak panelling, stable pens, ironwork ceiling,and paving will be done.

The Offices will be a underground heated andinsulated and will be a warm zone, occupied 5days of the week. The internal plaster is beyondrepair and will be removed and replaced withcalcitherm plasterboard and lime plaster.

The Apartments will be an underground heatedand insulated zone as will be occupied at all times.There will be a full restore to this area, the internalpartitions require removal, the internal plaster isbeyond repair and will be removed and replacedwith calcitherm plasterboard and lime plaster.

Proposed New Lift and Stairs:Cast insitu construction (shuttering to havescoring of granite wall.) External Glazing19mm single glazed. Secured via 50x150mmaluminium mullions.Liftcore concrete. Precast Stairs to besupported by external wall and Liftcore.Lift and stairs design in accordance with TGDM 1.3.4. See Design Sheet.

Proposed New Glazed Door:Aluminium back frame held in place viapressure plates. 19mm Glazing secured toback frame via glazing fitting. 50mm Gaparound edge to allow for breakability andnon conformed granite.

Door to be glazed and in accordance withTGD M 1.2. and to have imbedded doorspring closer. See Design Sheet.

Proposed New Paving:Existing Cobbles to be record, lifted and stored for reinset. The new smooth limestone paving will standout and allow a surface for circulation to people ofall disability in accordance with TGD M 1.1.3 Pit dugout for the installation of a service run. Housing tobe precast concrete. See Detail Sheet.

Proposed New Glazed Door:Aluminium back frame held in place via pressureplates. 19mm Glazing secured to back frame viaglazing fitting. 50mm Gap around edge to allow forbreakability and non conformed granite.

Door to be glazed and in accordance with TGD M1.2. and to have imbedded door spring closer. SeeDesign Sheet.

Proposed Vertical Service Run:Steel Stud and 25mm (2x12.5mm) firelineplaster board to give 1 hour fireresistance, to run continuously up to firstfloor ceiling. Detailing around edges tohave intumescent strips. Access panel atboth levels. The shadow gap detailaround edge will distinguish from existingbuilding, Conservation Principles No.8.


Proposed New Lift:Cast insitu construction (shuttering to havescoring of granite wall.) External Glazing19mm single glazed. Secured via 50x150mmaluminium mullions.Lift design in accordance with TGD M 1.3.4.See Design Sheet.

Stables Restoration:These will be remain authentic and minimumchange. Majority of work undertaken will berestoration work.The internal lime plaster, oak panelling,stable pens, ironwork ceiling, and paving willbe refurbished with the guidence andadivice given by the Conservation Expert.

Low pressure cleaning will be used and inthe case of structural ironwork, handcleaning and repaint with intumescent paintwill be done.

Proposed internal partition:100mm x 50mm timber stud and runners infill of Sheepwoolinsulation plaster board 12.5mm (Breathable, high thermalmass board) and a 2.5mm Lime Plaster Skim. The shadow gapdetail around edge will distinguish from existing building,Conservation Principles No.8.

Proposed internal partition:100mm x 50mm Steel stud and runners infill ofRockwool insulation and fire line plaster board12.5mm and a 2.5mm Lime Plaster Skim. to provide 1hour fire resistance. The shadow gap detail aroundedge will distinguish from existing building,Conservation Principles No.8.

Close off Door:Exiting Door to be closed permanently viainstallation of new dead lock.Construction of proposed glazing partition inope to have a fire resistance of 30min.Aluminium Frame secured via straps tosacrificial lime mortor gaps. Detailingaround edges to have intumescent strips.

Close off Door:Exiting Door to be closed permanently viainstallation of new dead lock.Construction of proposed glazing partition in opeto have a fire resistance of 30min. AluminiumFrame secured via straps to sacrificial lime mortorgaps. Detailing around edges to have intumescentstrips.



Proposed Internal Insulation Board:Existing damaged lime plasterremoved as it is damaged beyondrepair.Installation of Calcitherm InsulationBoard 35mm Thickness, secured to wallvia lime based mortor. Application2.5mm lime plaster skim.

Dado trunking to be installed alongwall to accommodate electricalservices.

Ashlar Granite Facade:Will be cleaned via low powerwash and repointed to theaccording lime Mortor frommaterial investigation.

Ashlar Granite Facade:Will be cleaned via lowpower wash and repointed tothe according lime Mortorfrom material investigation.

Rubble Mixed Facade:Will be will be cleaned via low powerwash and repointed to the accordinglime mortor from materialinvestigation.

External door:To be restored under the advice of conservation expert, draftseals to be installed on opening sections of door and window.Removal of doors for repair will allow for installation of draft sealaround ope on reinstallation.Locks to be restored. Fan light above to be repaired andgazing to be repaired and replaced with new PilkingtonSpecrta Glazing.New installation of dead locks to be installed on base to allowpermanent locked.

Proposed New Door: White oak veneer door. To incorporateAluminum coated Handle and locks.Door to have Aluminum self closerincorporated ontop in accordance withBS.Frame to have shadow gap detailaround edge that will distinguish fromexisting building, Conservation PrinciplesNo.8.



Stables Restoration:These will be remain authentic and minimum change. Majority of work undertaken will berestoration work.The internal lime plaster, oak panelling, stable pens, ironwork ceiling, and paving will berefurbished with the guidence and adivice given by the Conservation Expert.

Low pressure cleaning will be used and in the case of structural ironwork, hand cleaning andrepaint with intumescent paint will be done.

Proposed Window Upgrade:Instructions given in the specification tobe followed. See detail Sheet.




Existing Boundary Walland Gate:Ashlar Granite Solid.Lime motor binding andpointing. Granite SlabCapping and WroughtIron Gate.



1

CS - 026 - P - GA

2

CS - 026 - P - GA

1

CS - 027 - P - GA

2

CS - 027 - P - GA

1

CS - 028 - P - GA

2

CS - 028 - P - GA

-

---

9710 9710

13

00

13

00

30 m²Workshop No.1

21

22 m²Workshop No.2

22

16 m²Workshop No.3

23

14 m²Hallway

24

12 m²Hallway

25

7 m²Disabled WC

26

24 m²Office No.1

27

16 m²Store No.1

28

42 m²Sitting / Living No.1

29

19 m²Bedroom No.1

30

12 m²Hallway

31

18 m²Bedroom No.2

32

3 m²Hallway

33

8 m²Hallway

34

13 m²Hallway

35

19 m²Bedroom No.4

36

18 m²Bedroom No.3

37

4 m²WC No.3

38

4 m²WC No.4

39


40

15 m²Store No.2

41

26 m²Office No.2

42

11 m²Hallway

43

7 m²Disbaled WC

44

16 m²Workshop No.4

45

20 m²Workshop No.5

46

7 m²Hallway

47

30 m²Workshop No.6

48

4 m²WC No.1

50

4 m²WC No.2

51

52

80

22

50

1050 5240

1180 3760

25

20

88

0

5240

1180 2250 1660

2050

16

60

15

10

1440

1160

15

80

1120

11

40

22

00

10

00

73

02

20

01

00

03

11

0

5130

44

10

53

70

25

70

43

0

22

00

10

00

11

50

2470

22001000

24

50

14

20

27

0

540

34

0

5110

26

0

22

00

10

00

17

60

5130

1140

22

00

10

00

1880

1580

23

50

10

40

1580

20

50

63022001000 6000

22001000 1080

22

00

10

00

50204840

30

00

30

10

120022001000 430

19

00

43022001000 1200

19

00

1580

16

40

21001500

79022001000 6000

22001000 800

19

20

43022001000 1200 1200

22001000 430

19

20

48604860

30

10

30

10

22

00

10

00

22

00

10

00

31

90

53001140

30

02

20

01

00

01

89

0

430

15

70

27

0

720

53

0

11

40

2820

12

70

24

90

527011

90

22

00

10

00

30

0

2460

22001000

22001000

22001000

1140

11

70

30

02

20

01

00

03

07

0

5270

37

80

30

0

22

00

10

00

30

0

1270

53

80

45

00

33

80

Scale

Drawn by

Date



Structure

Mark Grincell


1 : 100

11/12/2015 14:54:42

Proposed - First Floor Plan

Issue Date

CS - 020 - P - GA

1 : 100CS - 020 - P - GA


CS - P - GA - Level 1 - FFLNo.1























General Upgrade Specification:The upgrade of Coolattin Stables will be aminimum zone to zone upgrade. All upgrades arein accordance with Conservation Principles.Each Zone has its own requirements and will beoutlines below.

The Showrooms will be a localized heating zone ,these will be remain authentic and minimumchange and restoration work to the internal limeplaster, oak panelling, stable pens, ironworkceiling, and paving will be done.


The Apartments will be an underground heatedand insulated zone as will be occupied at alltimes. There will be a full restore to this area, theinternal partitions require removal, the internalplaster is beyond repair and will be removedand replaced with calcitherm plasterboard andlime plaster.



External Wall Build Up:There are two wall build ups externally inthe Stableyard:Ashlar Granite will be cleaned via lowpower wash and repainted to theaccording lime Mortor from materialinvestigation.






















Proposed New Lift and Stairs:Cast insitu construction (shuttering to havescoring of granite wall.) External Glazing19mm single glazed. Secured via50x150mm aluminium mullions.Liftcore concrete. Precast Stairs to besupported by external wall and Liftcore.Lift and stairs design in accordance withTGD M 1.3.4. See Design Sheet.

Proposed Vertical Service Run:Steel Stud and 25mm (2x12.5mm) firelineplaster board to give 1 hour fire resistance, torun continuously up to first floor ceiling.Detailing around edges to haveintumescent strips. Access panel at bothlevels. The shadow gap detail around edgewill distinguish from existing building,Conservation Principles No.8.

Proposed New Lift:Cast insitu construction (shuttering tohave scoring of granite wall.) ExternalGlazing 19mm single glazed. Securedvia 50x150mm aluminium mullions.Lift design in accordance with TGD M1.3.4. See Design Sheet.

Proposed Internal Insulation Board:Existing damaged lime plaster removed as it isdamaged beyond repair.Installation of Calcitherm Insulation Board 35mmThickness, secured to wall via lime based mortor.Application 2.5mm lime plaster skim.

Dado trunking to be installed along wall toaccommodate electrical services.

Ashlar Granite Facade:Will be cleaned via low power washand repointed to the according limeMortor from material investigation.

Ashlar Granite Facade:Will be cleaned via lowpower wash and repointed tothe according lime Mortorfrom material investigation.

Rubble Mixed Facade:Will be will be cleaned via low powerwash and repointed to the accordinglime mortor from materialinvestigation.




Dado trunking to be installed along wall toaccommodate electrical services.


Proposed Internal Insulation Board:Existing damaged lime plaster removedas it is damaged beyond repair.Installation of Calcitherm Insulation Board35mm Thickness, secured to wall via limebased mortor. Application 2.5mm limeplaster skim.


Proposed internal partition:100mm x 50mm Steel stud and runnersinfill of Rockwool insulation and fire lineplaster board 12.5mm and a 2.5mm LimePlaster Skim. to provide 1 hour fireresistance. The shadow gap detailaround edge will distinguish from existingbuilding, Conservation Principles No.8.

Proposed internal partition:100mm x 50mm Steel stud and runners infill ofRockwool insulation and fire line plaster board12.5mm and a 2.5mm Lime Plaster Skim. toprovide 1 hour fire resistance. The shadow gapdetail around edge will distinguish from existingbuilding, Conservation Principles No.8.


Proposed New Door: White oak veneer door. To incorporateAluminum coated Handle and locks.Door to have Aluminum self closerincorporated ontop in accordance with BS.Frame to have shadow gap detail aroundedge that will distinguish from existingbuilding, Conservation Principles No.8.

Proposed internal partition:100mm x 50mm timber stud and runners infill ofSheepwool insulation plaster board 12.5mm(Breathable, high thermal mass board) and a2.5mm Lime Plaster Skim. The shadow gapdetail around edge will distinguish from existingbuilding, Conservation Principles No.8.


Conpartmentation Wall.Exisitng Ope to be infilled inaccordance with details to provide60min fire rated protection. 60minFire Protection to be carried up tounderside of roof slates.

Conpartmentation Wall.Exisitng Ope to be infilled inaccordance with details to provide60min fire rated protection. 60minFire Protection to be carried up tounderside of roof slates.

Proposed Internal Insulation Board:Existing damaged lime plaster removedas it is damaged beyond repair.Installation of Calcitherm Insulation Board35mm Thickness, secured to wall via limebased mortor. Application 2.5mm limeplaster skim.


Proposed Fire Rated Glazing:60min Fire rated secondaryglazing to be installed.Plaster Stripped back aroundope as damaged and fixedto sacrificalmortor.Aluminimum Frame.

Proposed New Door: White oak veneer door. To incorporateAluminum coated Handle and locks.Door to have Aluminum self closerincorporated ontop in accordance with BS.Frame to have shadow gap detail aroundedge that will distinguish from existingbuilding, Conservation Principles No.8.

Existing Boundary Wall:Ashlar Granite Solid. Limemotor binding and pointing.



Existing Boundary Wall and Gate:Ashlar Granite Solid. Lime motorbinding and pointing. Granite SlabCapping and Wrought Iron Gate.



1

CS - 026 - P - GA

2

CS - 026 - P - GA

1

CS - 027 - P - GA

2

CS - 027 - P - GA

1

CS - 028 - P - GA

2

CS - 028 - P - GA

-

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Scale

Drawn by

Date



Structure

Mark Grincell


1 : 100

11/12/2015 14:56:20

Proposed - Roof Plan.

Issue Date

CS - 021 - P - GA



























1 : 100CS - 021 - P - GA


CS - P - GA - Level 2 - RPNo.1


Proposed New Lift:Cast insitu construction (shuttering tohave scoring of granite wall.) ExternalGlazing 19mm single glazed. Securedvia 50x150mm aluminium mullions.Lift design in accordance with TGD M1.3.4. See Design Sheet.

Proposed Chimney Repair.Ashlar Granite will be cleaned via lowpower wash and repointed to theaccording lime mortor from materialinvestigation. Corbelled caps and clay potsto be cleaned and repaired.



Roof Upgrade.The existing roof is to be examined bystructural engineer, frame and wall platesto be examined and repaired whereneed be in accordance withconservation principles.

The Bangor blue slates are to berecorded, numbered and removed.,followed by the installation of abreathable roof membrane and thereinstallation of slates.

Roof Upgrade.The existing roof is to be examined by structural engineer, frame and wall plates to beexamined and repaired where need be in accordance with conservation principles.

The Bangor blue slates are to be recorded, numbered and removed., followed by theinstallation of a breathable roof membrane and the reinstallation of slates.




























Existing Boundary Wall:Ashlar Granite Solid. Lime motorbinding and pointing.



Granite "Bridge"Leading to Tennis CourtArea.


Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


41

80

35

60

21

00

43

20

14

16

0

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:58:08

Proposed - Elevations - North +South.

Issue Date

CS - 023 - P - GA



















































1 : 100CS - 023 - P - GA


CS - P - GA - North ElevationNo.1

1 : 100CS - 023 - P - GA


CS - P - GA - South ElevationNo.2

Proposed New Lift:Cast insitu construction (shuttering to have scoring of granitewall.) External Glazing 19mm single glazed. Secured via50x150mm aluminium mullions.Lift design in accordance with TGD M 1.3.4. See Design Sheet.

Ashlar Granite Facade:Will be cleaned via low power wash andrepointed to the according lime Mortor frommaterial investigation.

Proposed Window Upgrade:Instructions given in the specificationto be followed. See detail Sheet.



Roof Upgrade.The existing roof is to be examined by structural engineer, frameand wall plates to be examined and repaired where need be inaccordance with conservation principles.

The Bangor blue slates are to be recorded, numbered andremoved., followed by the installation of a breathable roofmembrane and the reinstallation of slates.

Proposed Window Upgrade:Instructions given in thespecification to be followed.See detail Sheet.

Proposed New Glazing.Aluminium back frame held in place via pressure plates. 19mmGlazing secured to back frame via glazing fitting. 50mm Gaparound edge to allow for breakability and non conformedgranite. Glazing and in accordance with TGD M 1.2. fri visualmarking.

External door:To be restored under the advice of conservationexpert, draft seals to be installed on openingsections of door and window. Removal of doors forrepair will allow for installation of draft seal aroundope on reinstallation.Locks to be restored.


Ashlar Granite Facade:Will be cleaned via low power washand repointed to the according limeMortor from material investigation.

Proposed New Lift and Stairs:Cast insitu construction (shuttering to have scoring of granite wall.) ExternalGlazing 19mm single glazed. Secured via 50x150mm aluminium mullions.Liftcore concrete. Precast Stairs to be supported by external wall and Liftcore.Lift and stairs design in accordance with TGD M 1.3.4. See Design Sheet.

Roof Upgrade.The existing roof is to be examined by structural engineer, frame and wall plates tobe examined and repaired where need be in accordance with conservationprinciples.

The Bangor blue slates are to be recorded, numbered and removed., followed bythe installation of a breathable roof membrane and the reinstallation of slates.


Granite "Bridge" Leadingto Tennis Court Area.

Existing Cornice:Ashlar Granite Cornice cleaned vialow power wash and mortor pointingrepaired. Gutter internally cleanedrepaired due to results of inspection.


Existing Neighbouring Building:Bangor Slate Roof withGranite and Rubble Facade.Lime motor binding andpointing.


Existing Neighbouring Building:Bangor Slate Roof with Graniteand Rubble Facade. Lime motorbinding and pointing.

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


14

16

0

43

20

21

00

35

60

41

80

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


14

16

0

43

20

21

00

35

60

41

80

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 14:59:59

Porposed - Elevation - East +West

Issue Date

CS - 024 - P - GA



















































1 : 100CS - 024 - P - GA


CS - P - GA - East ElevationNo.1

1 : 100CS - 024 - P - GA


CS - P - GA - West ElevationNo.2




Granite "Bridge"Leading to Tennis CourtArea.

Underground Passagewayleading from Existing ManorHouse to NeighbouringBuilding on West.


Existing RoadAshlar Granite Facade:Will be cleaned via lowpower wash and repointedto the according limeMortor from materialinvestigation.



Proposed Chimney Repair.Ashlar Granite will be cleanedvia low power wash andrepointed to the according limemortor from materialinvestigation. Corbelled capsand clay pots to be cleanedand repaired.

Roof Upgrade.The existing roof is to be examined by structuralengineer, frame and wall plates to be examinedand repaired where need be in accordance withconservation principles.

The Bangor blue slates are to be recorded,numbered and removed., followed by theinstallation of a breathable roof membrane andthe reinstallation of slates.


Proposed New Glazed Door:Aluminium back frame held in place via pressure plates. 19mmGlazing secured to back frame via glazing fitting. 50mm Gaparound edge to allow for breakability and non conformedgranite.

Door to be glazed and in accordance with TGD M 1.2. and tohave imbedded door spring closer. See Design Sheet.

Proposed New Lift and Stairs:Cast insitu construction (shuttering to havescoring of granite wall.) External Glazing 19mmsingle glazed. Secured via 50x150mmaluminium mullions.Liftcore concrete. Precast Stairs to be supportedby external wall and Liftcore.Lift and stairs design in accordance with TGD M1.3.4. See Design Sheet.

Rubble Mixed Facade:Will be will be cleaned via lowpower wash and repointed to theaccording lime mortor from materialinvestigation.

Proposed Chimney Repair.Ashlar Granite will be cleaned via low powerwash and repointed to the according limemortor from material investigation. Corbelledcaps and clay pots to be cleaned and repaired.



Level - 0


Level - 4180


Level - 7740


Level - 9836


56

60

41

80

98

40

Level - 0


Level - 4180


Level - 7740


Level - 9836


98

40

21

00

35

60

41

80

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

11/12/2015 15:00:40

Proposed - Elevations - InternalCourt Yard.

Issue Date

CS - 025 - P - GA



















































1 : 100CS - 025 - P - GA


CS - P - GA - East CourtyardNo.1

1 : 100CS - 025 - P - GA


CS - P - GA - West CourtyardNo.2

1 : 100CS - 025 - P - GA


CS - P - GA - North CourtyardNo.3


Roof Upgrade.The existing roof is to be examined by structuralengineer, frame and wall plates to be examined andrepaired where need be in accordance withconservation principles.

The Bangor blue slates are to be recorded, numberedand removed., followed by the installation of abreathable roof membrane and the reinstallation ofslates.

Roof Upgrade.The existing roof is to be examined by structural engineer, frameand wall plates to be examined and repaired where need bein accordance with conservation principles.

The Bangor blue slates are to be recorded, numbered andremoved., followed by the installation of a breathable roofmembrane and the reinstallation of slates.






Proposed WindowUpgrade:Instructions given inthe specification tobe followed. Seedetail Sheet.

Proposed ChimneyRepair.Ashlar Granite will becleaned via low powerwash and repointed tothe according limemortor from materialinvestigation. Corbelledcaps and clay pots tobe cleaned andrepaired.

Proposed Chimney Repair.Ashlar Granite will be cleaned vialow power wash and repointedto the according lime mortorfrom material investigation.Corbelled caps and clay pots tobe cleaned and repaired.


Proposed New Glazing.Aluminium back frame held in place via pressure plates. 19mmGlazing secured to back frame via glazing fitting. 50mm Gaparound edge to allow for breakability and non conformedgranite. Glazing and in accordance with TGD M 1.2. for visualmarking.

Proposed New Lift:Cast insitu construction (shuttering to have scoring ofgranite wall.) External Glazing 19mm single glazed.Secured via 50x150mm aluminium mullions.Lift design in accordance with TGD M 1.3.4. SeeDesign Sheet.



Proposed New Glazed Door:Aluminium back frame held in place via pressure plates. 19mm Glazingsecured to back frame via glazing fitting. 50mm Gap around edge toallow for breakability and non conformed granite.

Door to be glazed and in accordance with TGD M 1.2. and to haveimbedded door spring closer. See Design Sheet.

Proposed New Glazed Door:Aluminium back frame held in place via pressure plates. 19mm Glazingsecured to back frame via glazing fitting. 50mm Gap around edge toallow for breakability and non conformed granite.

Door to be glazed and in accordance with TGD M 1.2. and to haveimbedded door spring closer. See Design Sheet.


Ashlar Granite Facade:Will be cleaned via low power wash andrepointed to the according lime Mortorfrom material investigation.


Level - 0


Level - 0


Level - 4180


Level - 4180


Level - 7740


Level - 7740


Level - 9836


Level - 9836


Level - 14156


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

13

70

15

50

61

0

35

30

12

50

21

70

21

90

12

50

13

70

15

50

61

0

20

90

30 m²Workshop No.6

48

20 m²Workshop No.5

46

59 m²Showroom No.8

20

27 m²Showrrom No.7

19

16 m²Workshop No.4

45

7 m²Disbaled WC

44

20 m²Hallway

18

25 m²Showroom No.6

17

26 m²Office No.2

42

64 m²Showroom No.5

16


40

Level - 0


Level - 0


Level - 4180


Level - 4180


Level - 7740


Level - 7740


Level - 9836


Level - 9836


Level - 14156


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

40

30

35

30

36

90

61

01

55

01

37

0

21

90

12

50

35

30

35

30


29

5 m²Hallway

7

27 m²Hallway

6

47 m²Showroom No.3

11

19 m²Bedroom No.1

30

4 m²WC No.2

51

4 m²WC No.1

50

18 m²Bedroom No.2

32

8 m²Hallway

34

12 m²Hallway

1347 m²

Showroom No.412

18 m²Bedroom No.3

37

4 m²WC No.3

38

4 m²WC No.4

39

19 m²Bedroom No.4

36

7 m²Hall15

64 m²Showroom No.5

16


40

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

14/12/2015 15:35:52

Proposed - Section - AA + BB

Issue Date

CS - 026 - P - GA


































The Jack Vault: Wrought Iron RSJ Beamand columns will be cleaned via handtools and then repaired according todamage and repainted to existing colouraccording to investigation. Lime plaster tobe repaired where faulted according toinvestigation of lime consistency.

Oak Floor boards to be lifted and removedas they are damaged beyond repair.Sheepwool insulation is to be placedbetween the joints and new floor boardsto be placed. These will be engineeredoak veneer wood 24mm in thickness.

Timber Joist: Lath and plaster ceiling to berepaired in accordance to conservationexperts. Oak Floor boards to be lifted andremoved as they are damaged beyondrepair. Sheepwool insulation is to beplaced between the joists and new floorboards to be placed. These will beengineered oak veneer wood 24mm inthickness.



The Bangor blue slates are to be recorded,numbered and removed., followed by theinstallation of a breathable roofmembrane and the reinstallation of slates.

Internal Partitions:All new internal partitions are to bedeigned in accordance with details. Asrequired by design they will be 100mm x50mm timber stud and runners infill ofSheepwool insulation and if requiredrockwool, plaster boar12.5mm(Breathable, high thermal mass board +fireline board) and a 2.5mm Lime PlasterSkim.



Locks to be restored. Fan light above to berepaired and gazing to be repaired andreplaced. New installation of dead locksto be installed on base to allowpermanent open.

New installation of aluminium pressureplate frame, glazing and glazed door tobe installed, in accordance with details.



The installation of Pilkington Specrtaglazing will be installed and the remainingexisting plate glazing to be recorded,numbered and stored.


Chimneys:

Ashlar Granite will be cleaned via lowpower wash and repointed to theaccording lime mortor from materialinvestigation. Corbelled caps and claypots to be cleaned and repaired.

1 : 100CS - 026 - P - GA


CS - P - GA - Section AANo.1

1 : 100CS - 026 - P - GA


CS - P - GA - Section BBNo.2



Close off Door:Exiting Door to be closed permanentlyvia installation of new dead lock.Construction of proposed glazingpartition in ope to have a fire resistanceof 30min. Aluminium Frame secured viastraps to sacrificial lime mortor gaps.Detailing around edges to haveintumescent strips.

Proposed New Glazed Door:Aluminium back frame held in place viapressure plates. 19mm Glazing secured to backframe via glazing fitting. 50mm Gap aroundedge to allow for breakability and nonconformed granite.

Door to be glazed and in accordance with TGDM 1.2. and to have imbedded door springcloser. See Design Sheet.

Rubble Mixed Facade:Will be will be cleaned via low power washand repointed to the according lime mortorfrom material investigation.

Existing Internal Door:To be restored under the advice of conservationexpert, draft seals to be installed on openingsections of door and window. Removal of doors forrepair will allow for installation of draft seal aroundope on reinstallation.Locks to be restored. Fan light above to be repairedand gazing to be repaired and replaced with newPilkington Specrta Glazing.New installation of dead locks to be installed onbase to allow permanent locked.





Existing NeighbouringBuilding:Bangor Slate Roof withLime Render. Lime motorbinding and pointing.





Roof Upgrade.The existing roof is to be examined by structural engineer, frame andwall plates to be examined and repaired where need be inaccordance with conservation principles.

The Bangor blue slates are to be recorded, numbered and removed.,followed by the installation of a breathable roof membrane and thereinstallation of slates.

Close off Door:Exiting Door to be closed permanentlyvia installation of new dead lock.Construction of proposed glazingpartition in ope to have a fire resistanceof 30min. Aluminium Frame secured viastraps to sacrificial lime mortor gaps.Detailing around edges to haveintumescent strips.

External Wall Insulation Upgrade:The existing Lime plaster to be removed as its damagedbeyond repair. New Calcitherm breathable insulation board.Thickness 35mm. To be secured to wall via lime based mortor.2.5 mm Lime based Plaster Skim to be applied over as Finish.

The Proposed wall upgrade will be distinguished by having ashadow gap around edge. In accordance with ConservationPrinciples.



Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

35

30

22

00

13

70

15

50

61

0

14

16

0Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

37

00

34

20

35

30

61

01

55

01

37

0

12

50

21

70

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

14/12/2015 15:36:33

Proposed - Section - CC + DD

Issue Date

CS - 027 - P - GA




























Ground Floor Build Up:The existing ground floor buildGranite Paving will be cleaned andrestored via low power washing.

External Wall Build Up:There are two wall build upsexternally in the Stableyard:Ashlar Granite will be cleaned vialow power wash and repointed tothe according lime Mortor frommaterial investigation.

1 : 50CS - 027 - P - GA


CS - P - GA - Section CCNo.1

1 : 50CS - 027 - P - GA


CS - P - GA - Section DDNo.2




Ground Floor Build Up:The existing ground floor build GraniteFirst Floor Build up:There are two Floor build ups in theStableyard:





Lath and plaster ceiling to be repaired inaccordance to conservation experts.Sheepwool insulation is to be placedbetween the joists, 150mm ridgit insulationplaced ontop of joists.During the repair, new draft proofing is tobe installed on sashes in accordance withdetails and experts craftsman.

Internal Partitions:All new internal partitions are to bedeigned in accordance with details. Asrequired by design they will be 100mm x50mm timber stud and runners infill ofSheepwool insulation and if requiredrockwool, plaster boar12.5mm (Breathable,high thermal mass board + fireline board)and a 2.5mm Lime Plaster Skim.


Doors External:

External doors to be restored inaccordance with conservation principlesand under the advice of conservationexpert, draft seals to be installed onopening sections of door and window.Removal of doors for repair will allow forinstallation of draft seal around ope onreinstallation.


New installation of aluminium pressure plateframe, glazing and glazed door to beinstalled, in accordance with details.




On the reinstallation of windows draft sealingaround the ope to be installed.

Chimneys:Ashlar Granite will be cleaned via low powerwash and repointed to the according limemortor from material investigation. Corbelledcaps and clay pots to be cleaned and repaired.


Proposed New Door: White oak veneer door. Toincorporate Aluminum coatedHandle and locks.Door to have Aluminum self closerincorporated ontop in accordancewith BS.Frame to have shadow gap detailaround edge that will distinguish fromexisting building, ConservationPrinciples No.8.



Proposed WindowUpgrade:Instructions given in thespecification to befollowed. See detailSheet.



The Bangor blue slates are to be recorded,numbered and removed., followed by theinstallation of a breathable roof membrane and thereinstallation of slates.

Close off Door:Exiting Door to be closed permanently viainstallation of new dead lock.Construction of proposed glazing partition in opeto have a fire resistance of 30min. AluminiumFrame secured via straps to sacrificial limemortor gaps. Detailing around edges to haveintumescent strips.

External Wall Insulation Upgrade:The existing Lime plaster to be removed as its damagedbeyond repair. New Calcitherm breathable insulationboard. Thickness 35mm. To be secured to wall via limebased mortor. 2.5 mm Lime based Plaster Skim to beapplied over as Finish.

The Proposed wall upgrade will be distinguished byhaving a shadow gap around edge. In accordancewith Conservation Principles.

Proposed New Lift:Cast insitu construction (shuttering to havescoring of granite wall.) External Glazing 19mmsingle glazed. Secured via 50x150mm aluminiummullions.Lift design in accordance with TGD M 1.3.4. SeeDesign Sheet.

Proposed New Glazing.Aluminium back frame held in place via pressure plates. 19mmGlazing secured to back frame via glazing fitting. 50mm Gap aroundedge to allow for breakability and non conformed granite. Glazing andin accordance with TGD M 1.2. fri visual marking.


Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


14

16

0

36

40

35

30

34

20

43

20

21

00

35

60

41

80

Level - 0


Level - 4180


Level - 7740


Level - 9836


Level - 14156


43

20

21

00

35

60

41

80

14

16

0

35

30

40

30

61

01

55

01

37

05

90

21

90

12

50

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

14/12/2015 15:36:53

Proposed - Section - EE + FF

Issue Date

CS - 028 - P - GA



























1 : 50CS - 028 - P - GA


CS - P - GA - Section EENo.1

1 : 50CS - 028 - P - GA


CS - P - GA - Section FFNo.2


Ground Floor Build Up:The existing ground floor buildGranite Paving will be cleaned andrestored via low power washing.

External Wall Build Up:There are two wall build upsexternally in the Stableyard:Ashlar Granite will be cleaned vialow power wash and repointed tothe according lime Mortor frommaterial investigation.




Ground Floor Build Up:The existing ground floor build GraniteFirst Floor Build up:There are two Floor build ups in theStableyard:





Lath and plaster ceiling to be repaired inaccordance to conservation experts.Sheepwool insulation is to be placedbetween the joists, 150mm ridgit insulationplaced ontop of joists.During the repair, new draft proofing is tobe installed on sashes in accordance withdetails and experts craftsman.

Internal Partitions:All new internal partitions are to bedeigned in accordance with details. Asrequired by design they will be 100mm x50mm timber stud and runners infill ofSheepwool insulation and if requiredrockwool, plaster boar12.5mm (Breathable,high thermal mass board + fireline board)and a 2.5mm Lime Plaster Skim.


Doors External:

External doors to be restored inaccordance with conservation principlesand under the advice of conservationexpert, draft seals to be installed onopening sections of door and window.Removal of doors for repair will allow forinstallation of draft seal around ope onreinstallation.


New installation of aluminium pressure plateframe, glazing and glazed door to beinstalled, in accordance with details.




On the reinstallation of windows draft sealingaround the ope to be installed.

Chimneys:Ashlar Granite will be cleaned via low powerwash and repointed to the according limemortor from material investigation. Corbelledcaps and clay pots to be cleaned and repaired.

Proposed New Lift:Cast insitu construction (shuttering tohave scoring of granite wall.) ExternalGlazing 19mm single glazed. Secured via50x150mm aluminium mullions.Lift design in accordance with TGD M1.3.4. See Design Sheet.

Close off Door:Exiting Door to be closedpermanently via installation ofnew dead lock.Construction of proposed glazingpartition in ope to have a fireresistance of 30min. AluminiumFrame secured via straps tosacrificial lime mortor gaps.Detailing around edges to haveintumescent strips.

Proposed New Door: White oak veneer door. Toincorporate Aluminum coatedHandle and locks.Door to have Aluminum selfcloser incorporated ontop inaccordance with BS.Frame to have shadow gapdetail around edge that willdistinguish from existingbuilding, ConservationPrinciples No.8.

Proposed internal partition:100mm x 50mm Steel stud and runnersinfill of Rockwool insulation and fire lineplaster board 12.5mm and a 2.5mm LimePlaster Skim. to provide 1 hour fireresistance. The shadow gap detailaround edge will distinguish from existingbuilding, Conservation Principles No.8.



Proposed Chimney Repair.Ashlar Granite will be cleaned vialow power wash and repointed tothe according lime mortor frommaterial investigation. Corbelledcaps and clay pots to be cleanedand repaired.



Proposed New Door: White oak veneer door. To incorporateAluminum coated Handle and locks.Door to have Aluminum self closerincorporated ontop in accordance withBS.Frame to have shadow gap detailaround edge that will distinguish fromexisting building, ConservationPrinciples No.8.



Proposed Chimney Repair.Ashlar Granite will be cleaned vialow power wash and repointed tothe according lime mortor frommaterial investigation. Corbelledcaps and clay pots to be cleanedand repaired.

Infill Door:Proposed Fire rated infill steel studpartition to provide 1 hour fire rating.Proposed 1 hour fire rated door not tobe included in escape plan but is asoption.







Legend.

North Point.

Existing Construction.

New Construction.

Site Boundary.

Level Building Entrance.

Fire Exit.



60min Fire Rated Wall.


Travel Distance.

60min Pro. Ceiling Above.

66 m²Showroom No.1

1

26 m²Showroom No.2

2

15 m²Hallway

3

22 m²Reception

4

27 m²Hallway

6

20 m²Office

5

15 m²Plantroom

8

5 m²Hallway

7

3 m²Store

10

8 m²Uni Wc

9

47 m²Showroom No.3

11

12 m²Hallway

13

47 m²Showroom No.4

12

8 m²Uni Wc

14

7 m²Hall15

64 m²Showroom No.5

16

25 m²Showroom No.6

17

20 m²Hallway

18

27 m²Showrrom No.7

19

59 m²Showroom No.8

20

72

73

75

76

77

78

125

126

8.8m

9.5m

7m

5m

9.7m

8.2m

10m

2.2m

10m

11.5m

12m

8.2m

8.4m

14m

14m 12m

9.5m

14m

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

15/12/2015 18:41:58

Ground Floor Plan

Issue Date

CS - 029 - TGD - B



























TGD B - Notes:

General TGD M Compliance Notes:

(BS 9999 also used to meet compliance)

- Fire detection system type L1designed & installed to cen ts 54: part 14:2004. (BS 9999 - table 8) BS 5839-1:2013; firedetection and fire alarm systems forbuildings code of practice for design,installation, commissioning andmaintenance of systems in non-domesticpremises.

- Emergency escape lightingto be installed on all escape routes totable 9, BS 5266-1 and BS 5266-7. (BS 9999 -38.4)

- Escape route Signage

to comply with BS 5499-4:2013; safety signscode of practice for escape route signing.

- Fire extinguishing installations andequipment on premises selection andpositioning of portable fire extinguishers tocomply with BS 5306-8:2012

- Fire resistance of materials tested to BS 476-6:1989+a1:2009 (table 1 &2, TGD B)

- 30min Fire Resistance Doorsetin Accordancewith Tale B1 TGD B, Fitted with fitted withintumescent strips and smoke seal S.Doorset to be fitted with automatic sel f-closing device which shal l be capabl e ofclosing the door from any angle andagainst any latch fitted to this door inaccordance with Appendix B - B2.

- 60min Fire Resistance Doorset inAccordancewith Tabl e B1 TGD B, Fitted with fitted withintrumescent strips and smoke seal s.Doorset to be fitted with automatic sel f-closing device which shal l be capabl e ofcl osing the door from any angle andagainst any latch fitted to this door Inaccordance withAppendix B - B2.

Fire doors will have a vision panel tocomply with TGD B Diagram 10.Intrumescent strips, smoke seals. Doorsautomatic closer's will be fitted to all firedoors.

- All Penetrations in Walls are to be Filledusing FireSeal, Fire Batten – Nullifire B747.

TGD B - Notes:

All Fire Rated construction is to comply with TGDB2006 and where need be section of BS:9999.

The Stableyard, Coolattin.

As the building is protected additions will bemade as regrades TGD B 1.0.11.3 CompensatingMesures.

-Enhanced Smoke Control.-Protection of Escape Routes.-Reduced Travel Distances.-Enhanced Fire Doors and Walls.-Enhanced Fire Detection System.

1: Means of Escape in Case of Fire:

1.1 Design for Horizontal Escape.1.2.2 - No of Escape Routes.1.2.2.1 - No of Occupants

Occupancy:Ground Floor - Max Capacity -1370

First Floor - This area will have a restricted volumnof occuoancy to comly with building regulations.Max Capacity - 36

For an overall capacity of 1406 persons on thebuilding the minimum number of escape route in2, in reference to TGD B Table 1.3 minimumnumber of escape routes.

The existing Stairwells will serve the upstairs andcomply with the addition of the occupencybeing limited.

Down stairs all the rooms have direct access tofinal exit.

1.2.2.2 - Travel DistancesSection 1.2 States the Travel Distances requries.These will be displayed in total on the plans. Theyall aim to be one direction Travel as the final exitsare direct.

Showrooms - 18m / 45m.Recption - 10m / 20m.Office - 18m / 45m.Store - 18m / 45m.Workshops - 25m / 45m.Apartments - 10m / 20m.

1.2.4 - Widths of Escape Routesthe minimum width of opening should enable theexpecting number of occupants both from firstfloor and second floor to evacuate the building ata flow rate greater or equal than both storiescombined.

The escape routes widths can not be canged asthe building is existing, for comlience the ecapesroutes will be 1 hour fire protected to aid theevacualtion process.

1.2.5.1 - Protected Corridors

Both Corridors on the Ground Floor and First Floorwill act as protected Corridors. (Table A1,Appendix A) and 1.3.8.4.

B3: Internal Fire Spread (Structure)3.1 - Fire Resistance of Elements of Structure3.1.1 - Load Bearing Elements of Structure

Loadbearing elements of the structure are to havea fireresistance ratings in accordance with Appendix Aand Tables A1 and A2

External Walls will have 60min fire rating. (Load,Integrity, Insulation)

Enclosures will have 30min fire rating. (Load,Integrity, Insulation)

The existing Building and its contruction is to beassumded to be of this integrity. Any iron Structurewill be painted with 60min intrumecent paint toaid the fire proofing.

3.4 - Protection of opening and fire stopsAll Penetrations in Stud Wall are to be Filled usingFireSeal , Fire Batt – Nul lifire B747.

B4: External Fire Spread (Structure)

4.1 - External Walls4.1.4 - External Surfaces

The external wall of the building is a stone veneeraluminium rainscreen cladding with a Class 0externalinsulation so external fire spread is minimum.

4.2.5 - Unprotected Areas and Fire ResistanceAny part of an external wall which has less fireresistancethan the appropriate amount indicated in TableA1(5)and Table A2 of Appendix A is considered to beanunprotected area.

The Required Resistance to the structure is 60min,as anexisting building this is limited to change.

1 : 100CS - 029 - TGD - B


CS - P - TGD B - Level 0 - GFPNo.2

Proposed Vertical Service Run: TGD M 3.2.3Steel Stud and 25mm (2x12.5mm) firelineplaster board to give 60min resistance, to runcontinuously up to first floor ceiling.

Detailing around edges to have intumescentstrips.

Access panel at both levels. The shadowgap detail around edge will distinguish fromexisting building, Conservation Principles No.8.

Proposed internal partition: TGD M - 3.2100mm x 50mm Steel stud and runners infill ofRockwool insulation and fire line plaster board12.5mm and a 2.5mm Lime Plaster Skim. toprovide 1 hour fire resistance. The shadowgap detail around edge will distinguish fromexisting building, Conservation Principles No.8.

Close off Door:Exiting Door to be closed permanently viainstallation of new dead lock.

Construction of proposed glazing partition inope to have a fire resistance of 60min.

Aluminium Frame secured via straps tosacrificial lime mortor gaps. Detailing aroundedges to have intumescent strips.

Proposed New Glazed Door: TGD B 1.4.3.3Aluminium back frame held in place via pressureplates. 19mm Glazing secured to back frame viaglazing fitting. 50mm Gap around edge to allowfor breakability and non conformed granite.


The Exisitng Doors will have bolts incorperated atthe base to lock open them while the building is inoperation.

The addition of the new glazed door is to allow theopening direction to be in flow of escape.

The Stiars Lobby will be closed off to minimize thecross circulation in the area as it will be an escaperoute.

The New glazed Partitions will continue the 30min firerating of the walls. TGD M - 1.2.5.1

The Ceiling in this area will also be 60min Fire Ratingusing Rockwool and Fire Rated Plaster Boardsecured to exisint joists. TGD M - 2.2.3





Secondary Fire Glazing:To Prevent the spread of fire from windowto window, secondary fire glazing willl beadopeted.

Aluminium Frame secured via straps tosacrificial lime mortor gaps. Detailingaround edges to have intumescent strips.

The fire rating will be 60min Protection.

Porposed Storeroom:As the store will have minimum to nooccupency it will be considered a high fire risk.The Provision is to ensure the walls, door andwindow will provide 60min fire rated protectionand this along side the highly sensitive alarmwill provide the highest safaety.

The Ceiling in this area will also be60min Fire Rating using Rockwool andFire Rated Plaster Board. secured toexisint joists. TGD M - 2.2.3


The Ceiling in this area will also be 60minFire Rating using Rockwool and FireRated Plaster Board. TGD M - 2.2.3

The Stiars Lobby will be closed off to minimize the crosscirculation in the area as it will be an escape route.

The New glazed Partitions will continue the 30min firerating of the walls. TGD M - 1.2.5.1

The Ceiling in this area will also be 60min Fire Ratingusing Rockwool and Fire Rated Plaster Board. TGD M -2.2.3

Close off Door:Exiting Door to be closed permanently viainstallation of new dead lock.

Construction of proposed glazing partition inope to have a fire resistance of 60min.

Aluminium Frame secured via straps tosacrificial lime mortor gaps. Detailing aroundedges to have intumescent strips.

Proposed Closure of wall and addition of60min fire rated emergency Door. Inaccordance with Specs.

Surround infill partition to be steel studconstruction with rockwool insulationa dnfireline plasterboard to provide 60minreistance.

Proposed Closure of wall and addition of60min fire rated ebtrance doot toPlantroom. In accordance with Specs.

Surround infill partition to be steel studconstruction with rockwool insulationa dnfireline plasterboard to provide 60minreistance.

Secondary Fire Glazing:To Prevent the spread of fire from window towindow, secondary fire glazing willl be adopeted.

Aluminium Frame secured via straps to sacrificiallime mortor gaps. Detailing around edges to haveintumescent strips.






Exisitng Internal Doors to have theaddition of dead bolts added andensured to be locked open duringopperation hours.





Legend.

North Point.


New Construction.

Site Boundary.


Fire Exit.





Travel Distance.

60min Pro. Ceiling Above.

30 m²Workshop No.1

21

22 m²Workshop No.2

22

16 m²Workshop No.3

23

14 m²Hallway

24

12 m²Hallway

25

7 m²Disabled WC

26

24 m²Office No.1

27

16 m²Store No.1

28


29

19 m²Bedroom No.1

30

12 m²Hallway

31

18 m²Bedroom No.2

32

3 m²Hallway

33

8 m²Hallway

34

13 m²Hallway

35

19 m²Bedroom No.4

36

18 m²Bedroom No.3

37

4 m²WC No.3

38

4 m²WC No.4

39


40

15 m²Store No.2

41

26 m²Office No.2

42

11 m²Hallway

43

7 m²Disbaled WC

44

16 m²Workshop No.4

45

20 m²Workshop No.5

46

7 m²Hallway

47

30 m²Workshop No.6

48

4 m²WC No.1

50

4 m²WC No.2

51

104

106

108

109

110

111112

113

114 115

116

117

118

119

120

121

122 123

134136 138140

17m

9m

21m

17m

12m

15.5m

11m

9m

9m

12m

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

15/12/2015 18:43:02

First Floor Plan

Issue Date

CS - 030 - TGD - B



























TGD B - Notes:

General TGD M Compliance Notes:

(BS 9999 also used to meet compliance)

- Fire detection system type L1designed & installed to cen ts 54: part 14:2004. (BS 9999 - table 8) BS 5839-1:2013; firedetection and fire alarm systems forbuildings code of practice for design,installation, commissioning andmaintenance of systems in non-domesticpremises.

- Emergency escape lightingto be installed on all escape routes totable 9, BS 5266-1 and BS 5266-7. (BS 9999 -38.4)

- Escape route Signage

to comply with BS 5499-4:2013; safety signscode of practice for escape route signing.

- Fire extinguishing installations andequipment on premises selection andpositioning of portable fire extinguishers tocomply with BS 5306-8:2012

- Fire resistance of materials tested to BS 476-6:1989+a1:2009 (table 1 &2, TGD B)

- 30min Fire Resistance Doorsetin Accordancewith Tale B1 TGD B, Fitted with fitted withintumescent strips and smoke seal S.Doorset to be fitted with automatic sel f-closing device which shal l be capabl e ofclosing the door from any angle andagainst any latch fitted to this door inaccordance with Appendix B - B2.

- 60min Fire Resistance Doorset inAccordancewith Tabl e B1 TGD B, Fitted with fitted withintrumescent strips and smoke seal s.Doorset to be fitted with automatic sel f-closing device which shal l be capabl e ofcl osing the door from any angle andagainst any latch fitted to this door Inaccordance withAppendix B - B2.

Fire doors will have a vision panel tocomply with TGD B Diagram 10.Intrumescent strips, smoke seals. Doorsautomatic closer's will be fitted to all firedoors.

- All Penetrations in Walls are to be Filledusing FireSeal, Fire Batten – Nullifire B747.

TGD B - Notes:

All Fire Rated construction is to comply with TGDB2006 and where need be section of BS:9999.

The Stableyard, Coolattin.

As the building is protected additions will bemade as regrades TGD B 1.0.11.3 CompensatingMesures.

-Enhanced Smoke Control.-Protection of Escape Routes.-Reduced Travel Distances.-Enhanced Fire Doors and Walls.-Enhanced Fire Detection System.

1: Means of Escape in Case of Fire:

1.1 Design for Horizontal Escape.1.2.2 - No of Escape Routes.1.2.2.1 - No of Occupants

Occupancy:Ground Floor - Max Capacity -1370

First Floor - This area will have a restricted volumnof occuoancy to comly with building regulations.Max Capacity - 36

For an overall capacity of 1406 persons on thebuilding the minimum number of escape route in2, in reference to TGD B Table 1.3 minimumnumber of escape routes.

The existing Stairwells will serve the upstairs andcomply with the addition of the occupencybeing limited.

Down stairs all the rooms have direct access tofinal exit.

1.2.2.2 - Travel DistancesSection 1.2 States the Travel Distances requries.These will be displayed in total on the plans. Theyall aim to be one direction Travel as the final exitsare direct.

Showrooms - 18m / 45m.Recption - 10m / 20m.Office - 18m / 45m.Store - 18m / 45m.Workshops - 25m / 45m.Apartments - 10m / 20m.

1.2.4 - Widths of Escape Routesthe minimum width of opening should enable theexpecting number of occupants both from firstfloor and second floor to evacuate the building ata flow rate greater or equal than both storiescombined.

The escape routes widths can not be canged asthe building is existing, for comlience the ecapesroutes will be 1 hour fire protected to aid theevacualtion process.

1.2.5.1 - Protected Corridors

Both Corridors on the Ground Floor and First Floorwill act as protected Corridors. (Table A1,Appendix A) and 1.3.8.4.

B3: Internal Fire Spread (Structure)3.1 - Fire Resistance of Elements of Structure3.1.1 - Load Bearing Elements of Structure

Loadbearing elements of the structure are to havea fireresistance ratings in accordance with Appendix Aand Tables A1 and A2

External Walls will have 60min fire rating. (Load,Integrity, Insulation)

Enclosures will have 30min fire rating. (Load,Integrity, Insulation)

The existing Building and its contruction is to beassumded to be of this integrity. Any iron Structurewill be painted with 60min intrumecent paint toaid the fire proofing.

3.4 - Protection of opening and fire stopsAll Penetrations in Stud Wall are to be Filled usingFireSeal , Fire Batt – Nul lifire B747.

B4: External Fire Spread (Structure)

4.1 - External Walls4.1.4 - External Surfaces

The external wall of the building is a stone veneeraluminium rainscreen cladding with a Class 0externalinsulation so external fire spread is minimum.

4.2.5 - Unprotected Areas and Fire ResistanceAny part of an external wall which has less fireresistancethan the appropriate amount indicated in TableA1(5)and Table A2 of Appendix A is considered to beanunprotected area.

The Required Resistance to the structure is 60min,as anexisting building this is limited to change.

1 : 100CS - 030 - TGD - B


CS - P - TGD B - Level 1 - FFLNo.2





The Ceiling in this area will also be 60min Fire Ratingusing Rockwool and Fire Rated Plaster Board securedto exisint joists. TGD M - 2.2.3

Lobby Created using exisitng walls and installing60min fire rated doors.

Secondary Fire Glazing:To Prevent the spread of fire from window towindow, secondary fire glazing willl be adopeted.

Aluminium Frame secured via straps to sacrificiallime mortor gaps. Detailing around edges to haveintumescent strips.





Proposed internal partition: TGD M - 3.2100mm x 50mm Steel stud and runners infill ofRockwool insulation and fire line plaster board12.5mm and a 2.5mm Lime Plaster Skim. toprovide 1 hour fire resistance. The shadow gapdetail around edge will distinguish from existingbuilding, Conservation Principles No.8.

The wall will extend up to under ceiling heightas it will be a compartmrntation wall. Followingdiagram 11.

Proposed internal partition: TGD M - 3.2100mm x 50mm Steel stud and runners infill ofRockwool insulation and fire line plasterboard 12.5mm and a 2.5mm Lime PlasterSkim. to provide 1 hour fire resistance. Theshadow gap detail around edge willdistinguish from existing building,Conservation Principles No.8.

The wall will extend up to under ceilingheight as it will be a compartmrntation wall.Following diagram 11.

Proposed internal partition infill: TGD M - 3.2Existing Ope to be closed permanently viainstallation of infill steed stud partition.

100mm x 50mm Steel stud and runners infillof Rockwool insulation and fire line plasterboard 12.5mm and a 2.5mm Lime PlasterSkim. to provide 1 hour fire resistance. Theshadow gap detail around edge willdistinguish from existing building,Conservation Principles No.8.

Detailing around edges to haveintumescent strips.

The Ceiling in this area will also be 60min FireRating using Rockwool and Fire RatedPlaster Board secured to exisint joists. TGD M- 2.2.3

Lobby Created using exisitng walls andinstalling 60min fire rated doors.








The Ceiling in this area will also be 60min Fire Ratingusing Rockwool and Fire Rated Plaster Board securedto exisint joists. TGD M - 2.2.3

Lobby Created using exisitng walls and installing60min fire rated doors.

Protected Escape Corridor:Wall construction and CeilingCOnstruction will provide theprotected escape route.






Proposed Storeroom:As the store will have minimum to nooccupency it will be considered a high fire risk.The Provision is to ensure the walls, door andwindow will provide 60min fire rated protectionand this along side the highly sensitive alarm willprovide the highest safaety.

Porposed Storeroom:As the store will have minimum to nooccupency it will be considered a high fire risk.The Provision is to ensure the walls, door andwindow will provide 60min fire rated protectionand this along side the highly sensitive alarmwill provide the highest safaety.

Note:The apartments travel distances are too long and can notbe shortended. To compinsate for this the hallway will bea protected corridor and no longer then 9meters. Thewalls, ceilings and doors will be 60min fire rated.

The accomidation rooms are placed closest to the exit,this will also help with exititing the building.

66 m²Showroom No.1

1

26 m²Showroom No.2

2

15 m²Hallway

3

22 m²Reception

4

27 m²Hallway

6

20 m²Office

5

15 m²Plantroom

8

5 m²Hallway

7

3 m²Store

10

8 m²Uni Wc

9

47 m²Showroom No.3

1112 m²

Hallway13

47 m²Showroom No.4

12

8 m²Uni Wc

14

7 m²Hall15

64 m²Showroom No.5

16

25 m²Showroom No.6

17

20 m²Hallway

18

27 m²Showrrom No.7

19

59 m²Showroom No.8

20

4850

24

00

60

06

00


Legend.

North Point.


New Construction.


Clear Area 1500mm.Turning Circle.

Clear With 1200mm Min.

Wheelchair Refuge Area.900 x 1400mm.

300mm Clear Space.

*

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

16/12/2015 11:18:23

Ground Floor Plan

Issue Date

CS - 031 - TGD - M



























1 : 100CS - 031 - TGD -M


CS - P - TGD M - Level 0 - GFPNo.1

General Notes on TGD M Complience:

Having an accessible lift and stairs on thewest wing allows access through out thebuilding to all facilities.

Section 2 (Access and Use of an ExistingBuilding other than Dwellings)of TGD M isrelevant to this Building, where possible theStandard set in Section 1 (Access and Use ofbuildings other than dwellings ) will beAchieved.

Existing Construction has Level Threshold.

The courtyard will have level paving installed,this will allow level access to all areas theexisting granite bricks will be lived and stored.

Glazed doors (internal & external) to beprovided with permanent manifestations onthe glass, within two zones, at 900mm and1500mm above the floor which shall visuallycontrast with the background seen throughthe glass in all lighting conditions

Switches, outlets and controls within thedevelopment shall be provided inaccordance with diagram 30, TGD M - Part2.5.7

Signage within the development will beprovided with the international symbol foraccess on signs to features andfacilities that are accessible such asentrances, routes, sanitary and other facilitiesin accordance with TGD M - Part1.6.3

Visual Contrast, The difference in the LRV(light reflectance values) of surfaces shall bein accordance with TGD M - Part 1.6.4

Internal doors to be provided in accordancewith the requirements of diagram 10, Table 2TGD M - Parts 1.3.3. (900mm One Leaf)

Handrails to all stairwells, steps and rampedaccess routes to be provided in accordancewith the TGD M - Part 1.1.3

Floor finishes throughout the building shall bein accordance with BS 8300:2009 Annex E

Lift:The lift will insyatalled by external company. Tofit into the proposed design.

Krone MonoSpace Low Rise Lift.To comply with TGD M.Car Width - 1100mm x 1400mmCar Height - 2100mmEntrance - 800mm x 2000mm (Left 2 panel)Travel - 3528mmPit - 1100mm

Proposed Ambulant New Lift and Stairs: TGD M - 1.3.4Cast insitu construction (shuttering to have scoring ofgranite wall. 300mm x 900mm)External Glazing 19mm single glazed. Secured via50x150mm aluminium mullions.Liftcore concrete.

Door to lift to have automated opening system, pressbad to be located beside entrance in accordancewith TGD M - 1.2.4.3.

Precast Stairs to be supported by external wall andLiftcore. Stiars in accoradnce with detail sheets andTGD M - 1.3.4.3 Diagram 14.

Lift to be in accordance with detail sheets and TGD M- 1.3.4.2 Diagram 13.


Door to be glazed and in accordance withTGD M 1.2.3 and to have imbedded doorspring closer. See Design Sheet.

Proposed New Paving: Level Access RouteExisting Cobbles to be record, lifted and stored forre inset. The new smooth limestone paving willstand out and allow a surface for circulation topeople of all disability in accordance with TGD M1.1.3.2 - 1200mm Wide.

Slip reisstance Surface in accordance withBS:8003:2009. Lux of 20. Smooth Surface.

Pit dug out for the installation of a service run.Housing to be precast concrete. See Detail Sheet.

Proposed New Glazed Door:Aluminium back frame held in place via pressureplates. 19mm Glazing secured to back frame viaglazing fitting. 50mm Gap around edge to allow forbreakability and non conformed granite.

Door to be glazed and in accordance with TGD M1.2.3, clear entrance of 1050mm and to haveimbedded door spring closer. See Design Sheet.


Door to be glazed and in accordance withTGD M 1.2.3, clear entrance of 1050mmand to have imbedded door spring closer.See Design Sheet.


Clear Width of 1050mm.

Onsite Parking: Accordance with TGD M -1.1.5 Diagram 10.Three disability Parking spaces will beallocated to the west wing. This is the mostaccessible side of the building with the liftand stairs.

Disabled Unisex WC.See Design Sheet CS-032.


Proposed New Paving: Level AccessRouteExisting Cobbles to be record, lifted andstored for re inset. The new smoothlimestone paving will stand out and allowa surface for circulation to people of alldisability in accordance with TGD M 1.1.3.2- 1200mm Wide.

Slip reisstance Surface in accordance withBS:8003:2009. Lux of 20. Smooth Surface.

Pit dug out for the installation of a servicerun. Housing to be precast concrete. SeeDetail Sheet.

Proposed Ambulant New Lift: TGD M - 1.3.4Cast insitu construction (shuttering to havescoring of granite wall. 300mm x 900mm)External Glazing 19mm single glazed. Securedvia 50x150mm aluminium mullions.Liftcore concrete.

Lift to be in accordance with detail sheets andTGD M - 1.3.4.2 Diagram 13.

Proposed New Glazing.Aluminium back frame held in placevia pressure plates. 19mm Glazingsecured to back frame via glazingfitting. 50mm Gap around edge toallow for breakability and nonconformed granite. Glazing and inaccordance with TGD M 1.2.3 forvisual marking.

Door to be glazed and inaccordance with TGD M 1.2.3, clearentrance of 1050mm and to haveimbedded door spring closer. SeeDesign Sheet.

Accessible Corrdor:The Corridors will be in accordancewith TGD M - 1.3.3.3.Clear With of 1200mm will be acheivedand all protrusions into the clear spacewill be avoided.

30 m²Workshop No.1

21

22 m²Workshop No.2

22

16 m²Workshop No.3

23

14 m²Hallway

24

12 m²Hallway

25

7 m²Disabled WC

26

24 m²Office No.1

27

16 m²Store No.1

28


29

19 m²Bedroom No.1

30

12 m²Hallway

31

18 m²Bedroom No.2

32

3 m²Hallway

33

8 m²Hallway

34

13 m²Hallway

35

19 m²Bedroom No.4

36

18 m²Bedroom No.3

37

4 m²WC No.3

38

4 m²WC No.4

39


40

15 m²Store No.2

41

26 m²Office No.2

42

11 m²Hallway

43

7 m²Disbaled WC

44

16 m²Workshop No.4

45

20 m²Workshop No.5

46

7 m²Hallway

47

30 m²Workshop No.6

48

4 m²WC No.1

50

4 m²WC No.2

51

Proposed Ambulant New Lift and Stairs: TGD M - 1.3.4Cast insitu construction (shuttering to have scoring of granitewall. 300mm x 900mm)External Glazing 19mm single glazed. Secured via 50x150mmaluminium mullions.Liftcore concrete.

Door to lift to have automated opening system, press bad tobe located beside entrance in accordance with TGD M -1.2.4.3.

Precast Stairs to be supported by external wall and Liftcore.Stiars in accoradnce with detail sheets and TGD M - 1.3.4.3

Diagram 14.

Lift to be in accordance with detail sheets and TGD M - 1.3.4.2Diagram 13.

Proposed Ambulant New Lift: TGD M - 1.3.4Cast insitu construction (shuttering to havescoring of granite wall. 300mm x 900mm)External Glazing 19mm single glazed.Secured via 50x150mm aluminium mullions.Liftcore concrete.

Lift to be in accordance with detail sheetsand TGD M - 1.3.4.2 Diagram 13.

Aprtment Design:One apartment deisgn will be fullyaccessible.

The layout will have to be altered tomeet the circulation accordance withTGD M. The main alterations will be in thekicten and accomidate recessedcounters for access for wheelchair users.





Proposed New Door: White oak veneer door. Toincorporate Aluminum coated Handleand locks.Door to have Aluminum self closerincorporated ontop in accordancewith BS.Frame to have shadow gap detailaround edge that will distinguish fromexisting building, ConservationPrinciples No.8.





Legend.

North Point.


New Construction.


Clear Area 1500mm.Turning Ciricle.



300mm Clear Space.

*

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

16/12/2015 11:18:57

First Floor Plan

Issue Date

CS - 032 - TGD - M

1 : 100CS - 032 - TGD -M


CS - P - TGD M - Level 1 - FFPNo.1



























General Notes:

















Proposed New Door: White oak veneer door. To incorporate Aluminumcoated Handle and locks.Door to have Aluminum self closer incorporated ontopin accordance with BS.Frame to have shadow gap detail around edge thatwill distinguish from existing building, ConservationPrinciples No.8.



Legend.

North Point.


New Construction.


Clear Area 1500mm.Turning Ciricle.



300mm Clear Space.

*

2350

35

20

35

20

2520

Service Zone .Further consultation is requiredfrom services engineer.

WC with FlatTopped CloseCouple Cistern

Hand Rinse Basin withTap on side closest to WC

Horizontal Grab Rail

Pull Down Grab Rail atsame Height as HorizontalGrab Rail when at Rest

Vertical Grab Rail

Alarm Pull Cord (Two Bangles)100mm and900mm Above FFL

22001000

Disposal Bin Under Shelfing.

100mm x 500mm Shelf

Sanitary Dispenser CoinSlot 950mm from FFL

Non Slip Floor Finish inAccordance with BS8300:2009 Annex E

1800mm Turning Circle.

Service Zone .Further consultation is requiredfrom services engineer.

WC with FlatTopped CloseCouple Cistern

Hand Rinse Basin withTap on side closest to WC

Horizontal Grab Rail

Alarm Pull Cord (Two Bangles)100mm and900mm Above FFL

Non Slip Floor Finish inAccordance with BS8300:2009 Annex E

1800mm Turning Circle.

Vertical Grab Rail


Sanitary Dispenser CoinSlot 950mm from FFL

Disposal Bin Under Shelfing.

100mm x 500mm Shelf

22001000

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

16/12/2015 11:19:13

Disabled Toilets

Issue Date

CS - 033 - TGD - M



























General Notes:














1 : 25CS - 033 - TGD -M


CS - P - TGD M - Level 0 - GFP Toilets.No.2

CS - 033 - TGD -M

Phase - Proposed UpgradeFilter - Show Complete

GF WC - Elevation No.1No.3

Vertical grabrails equal distancefrom centre of hand rinse basin

Hand Rinse Basinwith Tap on sideclosest to WC

WC with Flat ToppedClose Couple Cistern


Non Slip Floor Finish in Accordancewith BS 8300:2009 Annex E

Alarm Pull Cord (Two Bangles)100mm and 900mm Above FFL

Connecting to alarm box.

CS - 033 - TGD -M


GF WC - Elevation No.2No.5

Vertical grabrails equal distancefrom centre of hand rinse basin

Hand Rinse Basinwith Tap on sideclosest to WC

WC with Flat ToppedClose Couple Cistern


Non Slip Floor Finish in Accordancewith BS 8300:2009 Annex E

Alarm Pull Cord (Two Bangles)100mm and 900mm Above FFL

Connecting to alarm box.

Sanitary Dispenser Coin Slot950mm from FFL

1000mm x 500mm Shelf

Disposal Bin







External Internal




Existing Oak Skirting.Spec: 150mm x 25mm.Fixing: Secured to Plaster and BrickBehind.Finish: Painted.

Existing Clay Brickwork Arched.Spec: Assumed 100mm x 65mm x 220mm.Fixing: Secured via Lime Motor Bedding.Method: Brickwork Supported Via Shuttering Whilebeing Placed.


Existing Timber Joists.Specs: 100mm x 50mm.Fixing: Laid on top of Limecrete andSecured to Timber Battens.

Existing Timber Battens.Specs: 50mm x 25mm.Fixing: Embedded into Limecretewhen poured.

New FFL - 4228


Ex

isti

ng

U-

Va

lue

: 0

.29

W/m

2K

130 180 220

560

303

07

01

60

Sheepswool Insulation:Specs: Thickness 100mm, Thermalconductivity 0.039 w/m2. HighlyBreathable.Fixing: Layed between existing joists.

Refurbishment:Pointing to be redone inaccordance to conservation expert.To use same lime mortor fromexamination of existing.

Refurbishment:To be cleaned using low pressure wash.

Refurbishment:To be cleaned using low pressure wash.

Refurbishment:Damaged lime to be removed, remainingcleaned and repaired in accordance toconservation expert. To use same limemortor from examination of existing.

Refurbishment:Damaged lime to be removed,remaining cleaned and repaired inaccordance to conservation expert. Touse same lime mortor from examinationof existing.

Refurbishment:Skirting cleaned , repaired andrepainted. To be placed back atfloor line after refurbishment.

Timber Battens:Specs: 15 x 25mm.Fixing: Secured to existing timber batten.

Manufactured Chipboard:Specs: 19mm Thickness. Breathable.Fixing: Secured to Timber battens below.

Engineered White Oak Floor Board:Specs: 15mm Oak Vaneer timber.Fixing: Secured to Chipboard.

10

01

41

91

5

Pro

po

sed

U-

Va

lue

: 0

.17

W/m

2K

Existing Timber Joist.Specs: 100mm x 50mm, Solid Oak.Fixing: Resting on Wall Plate.


Refurbishment:Damaged lime to be removed, remainingcleaned and repaired in accordance toconservation expert. To use same limemortor from examination of existing.

Existing Internal Wall Build Up:Unknow Build Up.

Corkboard Inuslation:Spec: 100mm Thickness. ThermalConductivity 0.040 w/m2.Highly Breathable.Fixing: Secured ontop of existing Joists.

Breatheable Plasterboard:Specs: Thickness 12.5mm , Highly Breathable.Fixing: Secured to existing rafters.

Plaster Skim:Spec: Lime based plasterskim, Thickness 2.5mm.


Mortor Adhesive bedding:Spec: Lime based ashesive mortobedding to secure insulationboard to exisitng wall.

Calcatherm Insulated Plasterbaord:Specs: 35mm internal insulation board.Thermala conductivity 0.039 w/m2. Run upto meet Corkboard Insulation in attic.Fixing: Secured via Lime based adhesivemortor.

Shadow GapWhite Bead.


Sheepswool Insulation:Specs: Thickness 100mm,Thermal conductivity 0.039w/m2. Highly Breathable.Fixing: Layed betweenexisting joists.

Acyrilic FRFire Sealent.

Fireline Plasterboard:Specs: 25mm (2 x 12.5mm Sheets)Providing 60min fire protetcion.Fixing: Secured to existing timber rafters.

10

01

00

12

.5

25

10

01

00

21

5

25035

Pro

po

sed

U-

Va

lue

: 0

.17

W/m

2K

Existing Timber Joist.Specs: 100mm x 50mm,Solid Oak.Fixing: Resting on WallPlate.

Existing Lime Plaster.Spec: 3 Coat Buildup. NHL 2.Finish: Lime BaseColour.

Corkboard Inuslation:Spec: 100mm Thickness. ThermalConductivity 0.040 w/m2.Highly Breathable.Fixing: Secured ontop of existing Joists.

Breatheable Plasterboard:Specs: Thickness 12.5mm , Highly Breathable.Fixing: Secured to existing rafters.


Shadow GapWhite Bead.

Sheepswool Insulation:Specs: Thickness 100mm, Thermal conductivity0.039 w/m2. Highly Breathable.Fixing: Layed between existing joists.

10

01

00

10

0

ExisitngBanglor SlateTiled Roof.

Exisitng King PostRoof Ridge Board.

Fireline Plasterboard:Specs: 25mm (2 x 12.5mm Sheets)Providing 60min fire protetcion.Fixing: Secured to existing timber rafters.

Firestop:Spec: Rockwool SP60 60minFirestop. 25 x 100mm. Continious.Fixing: Secured to existing wall.

Firestop:Spec: Rockwool Fire Inuslation. 25mm GapFixnig: Packed into gap between stud andExisting Roof Tiles.

Rockwool Insulation:Specs: 100mm Fire insulation.Fixing: Packed betweenSteel studs.

250

10

01

01

00

125.8

Scale

Drawn by

Date



Structure

Mark Grincell


1 : 5

17/12/2015 10:09:27

Sheet No.1

Issue Date

CS - 034 -Proposed Details



















































1 : 5CS - 034 -Proposed Details

P - Section AA - Detail No.1 - External Wall / First FloorJunction

No.1


P - Section AA - Detail No.2 - Office Insulation / CeilingInsulation.

No.2


P - Section AA - Detail No.3 - Compartment WallNo.3

Section AADetail No.1


Section AA Detail No.3

Aluminium Glazing Unit:Specs: Fire resistance gray aluminiumglazing unit. To accommodate 23mmFire rated gazing.Fixing: Secured to exiting wall, becauseof the importance of TGD B, will be fixedinto sacrificial lime mortor and brick.

Acyrilic FR Fire Sealant.

Proprietary Backing Bead,Continuous around frame.

Firestop:Spec: Rockwool Fire Inuslation. 25mm GapFixnig: Packed into gap.

Proprietary Backing Grasket.

Proprietary Intrumesint TapStrip, Continious.

Proprietary Glazing Frame Gasket.

Fire Rated Glazing:Specs: 60min Fire resistance glazing.Fitted to frame.

Aluminium Glazing Unit:Specs: Fire resistance gray aluminiumglazing unit. To accommodate 23mmFire rated gazing.Fixing: Secured to exiting wall, becauseof the importance of TGD B, will be fixedinto sacrificial lime mortor and brick.

Acyrilic FR Fire Sealant.

Proprietary Backing Bead,Continuous around frame.

Firestop:Spec: Rockwool Fire Inuslation. 25mm GapFixnig: Packed into gap.

Proprietary Backing Grasket.

Proprietary Intrumesint TapStrip, Continious.

Proprietary Glazing Frame Gasket.

Fire Rated Glazing:Specs: 60min Fire resistance glazing.Fitted to frame.

Mortor Adhesive bedding:Spec: Lime based ashesivemorto bedding to secure AGU.

Scale

Drawn by

Date



Structure

Mark Grincell


As indicated

17/12/2015 10:09:50

Sheet No.2

Issue Date






















































CS - P - GA - Section AA - Fire GlazingNo.1


P - Section AA - Detail No.4 - Fire Glazing HeadNo.2


P - Section AA - Detail No.5 - Fire Glazing BaseNo.3



Scale

Drawn by

Date



Structure

Mark Grincell


1 : 5

17/12/2015 10:10:00

Sheet No.3

Issue Date






























CS - P - GA - Section AA - Window UpgradeNo.2

Window Repair and Upgrade:

Stage 1: Windows to be removed and structurally repaired. (Fame, Sash, etc.)Plain Glass to be removed and stored.

Stage 2: New Pilkington Specrta Glazing Inserted.

Stage 3: Windows to have seals replaced with modern. (Compression and wipe seals.)

Stage 4: Windows to be repainted using modern coat.

Stage 5: New Draught seals paced around ope when window is being reinserted.

Oak windows to be removed for repair by experts over seen by conservation expert. During the repair,new draft proofing is to be installed on sashes in accordance with details and experts craftsman.

The mechanisms of sash window to be repaired and with the addition of a pivot lock to be added forsecurity.

The installation of Pilkington Specrta glazing will be installed and the remaining existing plate glazingto be recorded, numbered and stored.

On the reinstallation of windows draft sealing around the ope to be installed.

























Lock Upgrade:All Sash Windows during restoration will have new catchlocks, These will be removable but are a necessary

upgrade as the proposed stores will have valuableproducts located inside.

Head Parting Bead Upgrade:

MIddle Rail Upgrade:

Base Parting Bead Upgrade

coolattin restortion..compressed

Documents