Plans, Eelvations, Sections and Details.Project No.1 - Coolattin Special Feature.

Mark Grincell C00162901BSc (Honours) Architectural TechnologyYear 4 - Conservation

-

---

2345

1950 1950 1950

B

16

Pen No.1 - 1930mmPen No.2 - 1930mmPen No.3 - 1930mmPen No.4 - 3980mm

A

C

Existing Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Existing two Leaf WallBuild Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Existing two Leaf Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Internal Wall Build Up-Thickness 350mm-Lime Plaster-Internal Brick-Lime Plaster

Internal Floor FinishGranite Brick.

Internal Pen Partition-Solid Oak + Granite-Cast Iron

Entrance to Court Yard.

Entrance to Tack Room.

Granite Slab Laid Flat.

Floor Drain Channel.

Gate.

Slate and Solid OakWatering Trough.

Slate and Solid OakWatering Trough.

(SF.2)

(SF.9.10.11)

(SF.22.23.24)

(SF.21)

(SF.

7)

(SF.3)

(SF.1)

(SF.22.23.24)

East Wing Stables

-

---

23

B

1950

Pen No.2 - 1930mm

A

43

82

72

4

50

100

70

45

450

3320

Existing two Leaf Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Internal Pen Partition-Solid Oak Boarding-Cast Iron Capping ontop-Secured to Granite Blocks Below

Internal Floor FinishGraite Bricks

Slate and Solid OakWatering Trough.

Structural Cast Iron Hollow Column-Diameter 400mm- Supporting Iron Beams above- Provides rigidity to Pen Walls.

Floor Drain Channel-70mm Width-Cast/Wrought Iron

Timber Post, Used to slide timberthrough to provide barricade.(SF.1.3.4)

(SF.4.6.15.16)

(SF.1)

(SF.9.10.11)

(SF.22.23.24)

(SF.17)

(SF.

4)

(SF.3)

(SF.

7.8

)Scale

Drawn by

Date

Year 4 - Conservation

Project No.1 - CoolattinFeature

Mark Grincell

Ann Berney

As indicated

16/12/2015 14:35:32

East Wing StableyardPens

2015

C001

1 : 50C001

Floor Plan - East Wing Stables1

Disclaimer:

The Plans, Sections, Elevations,Details, Services ETC. of theCoolattin Stables, are assumedConstruction from the findings of aGroup Survey of the Building.

The Proposed Upgrades requireconsul tation from a Services andStructural Engineer.

Over View:

- Coolattin House, County Wicklow,Grounds of Coolattin Golf Club.

- Included in RPS in the Wicklow Co.Development Plan.

- 19th Century Stables Building,Some Refurbishment.

- Used as Store for Course Materialsand Equipment.

- Condition of building is in VariedCondidition.

Conservation Principles:

- Keeping a Building in Use- Researching and Analysing- Using Expert Conservation Advice- Protecting the Special Interest- Promoting Minimum Interventions- Respecting Earlier Alterations ofInterest- Repairing Rather than Replacing- Promoting Honesty of Repairs andAlterations- Using Appropriate Materials andMethods- Ensuring Reversibility of Alterations- Avoiding Incremental Damage- Discouraging the Use ofArchitectural Salvage from OtherBuildings- Complying with the BuildingRegulations

1 : 20C001

Ground Floor Level Plan - Pen No.22

No

rth

No

rth

VISUAL SCALE 1:50 @ A1

5m1m 4m3m2m0m

The Granite Brikwork demonstraightedin the image is not a direct comparisonto the existing brickwork and should neexamoined further.

B AC

3492 3452

Existing two Leaf Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Internal Pen Partition-Solid Oak Panelling-Cast Iron Cap-Secured to GraniteBlocks Below

(SF.9.10.11)

46

0

1160 950 980

10

70

440

Waste Water Drain.(SF.1)

Internal Oak Panelling-Solid Oak-Secured to Wall

Structural Cast Iron HollowColumn-Diameter 400mm- Supporting Iron Beamsabove- Provides rigidity to Pen Walls.

(SF.4.6.15.16)

Solid Earth andCobble Faced Floor.

Slate and Solid OakWatering Trough.

(SF.22.23.24)

16

00

2345 16

2200 1950 1950 1950 1950

Internal Wall Build Up-Thickness 350mm-Lime Plaster-Internal Brick-Lime Plaster

Internal Pen Partition-Solid Oak Boarding-Cast Iron Capping ontop-Secured to GraniteBlocks Below

(SF.9.10.11)

Structural Clay Brick Barrel Vault

Slate and Solid OakWatering Trough.

(SF.22.23.24)

Structural Cast Iron Hollow Column-Diameter 400mm- Supporting Iron Beams above- Provides rigidity to Pen Walls.

(SF.4.6.15.16)

Existing Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Internal Pen Partition-Solid Oak Boarding-Cast Iron Capping ontop-Secured to Granite Blocks Below

(SF.9.10.11)

BA C

3452 3492

Existing two Leaf Wall Build Up-Thickness 570mm-External Ashlar Granite-Internal Brick-Lime Plaster

Internal Pen Partition-Solid Oak Panelling-Cast Iron Cap-Secured to GraniteBlocks Below

(SF.9.10.11)

Waste Water Drain.(SF.1)

Internal Oak Panelling-Solid Oak-Secured to Wall

Structural Cast Iron HollowColumn-Diameter 400mm- Supporting Iron Beamsabove- Provides rigidity to Pen Walls.

(SF.4.6.15.16)

Solid Earth andCobble Faced Floor.

Slate and Solid OakWatering Trough.(SF.22.23.24)

450

10

70

46

01160950980

Scale

Drawn by

Date

Year 4 - Conservation

Project No.1

Coolattin Stableyard

West Wing Stables

Mark Grincell

Ann Berney

1 : 50

16/12/2015 14:35:40

Internal Elevations

2015

C002

1 : 50C002

East Elevation - Internal1

1 : 50C002

South Elevation - Internal2

1 : 50C002

West Elevation - Internal3

VISUAL SCALE 1:50 @ A1

5m1m 4m3m2m0m

Disclaimer:

The Plans, Sections, Elevations,Details, Services ETC. of theCoolattin Stables, are assumedConstruction from the findings of aGroup Survey of the Building.

The Proposed Upgrades requireconsul tation from a Services andStructural Engineer.

Over View:

- Coolattin House, County Wicklow,Grounds of Coolattin Golf Club.

- Included in RPS in the Wicklow Co.Development Plan.

- 19th Century Stables Building,Some Refurbishment.

- Used as Store for Course Materialsand Equipment.

- Condition of building is in VariedCondidition.

Conservation Principles:

- Keeping a Building in Use- Researching and Analysing- Using Expert Conservation Advice- Protecting the Special Interest- Promoting Minimum Interventions- Respecting Earlier Alterations ofInterest- Repairing Rather than Replacing- Promoting Honesty of Repairs andAlterations- Using Appropriate Materials andMethods- Ensuring Reversibility of Alterations- Avoiding Incremental Damage- Discouraging the Use ofArchitectural Salvage from OtherBuildings- Complying with the BuildingRegulations

The Granite Brikwork demonstraightedin the image is not a direct comparisonto the existing brickwork and should neexamoined further.

The Granite Brikwork demonstraightedin the image is not a direct comparisonto the existing brickwork and should neexamoined further.

The Granite Brikwork demonstraightedin the image is not a direct comparisonto the existing brickwork and should neexamoined further.

15

30

15

0016

70

19

0020

70

21

50

21

50

140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140

1160 10 950 10 1090

Granite blocks.Bedded with motor.10mm Gap.

Iron Capping.Radius 50mm.Secured from wallto Column.

Oak Panelling.23 Panels. 140mm Width.Secured to Base plateresting on granite slab.

ConnectionDetail Unknown.

Connection DetailUnknown.

Existing Cast Iron Column.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

41

80

200

29

80

Iron Doric Styling atHead of Column.

Head Plate SupportingIron Beam Above.

Structural Cast Iron HollowColumnDiameter 400mmSupporting Iron Beams aboveProvides rigidity to Pen Walls.

Structural Cast Iron HollowColumnDiameter 400mmSupporting Iron Beams aboveProvides rigidity to Pen Walls.

Iron Ornate Hanger.

110 140 140 140 140 140

48

01

10

40

01

10

80 160

48

01

10

40

01

10

140 140 140 140 140 110 80

11

00

11

00

460

300

48

06

20

Slate Water Trough.

Timber RimCover.

Round Slate Buffed, tohide sharp edge.

Center SolidOak Support.

Oak FramingPanels.

Oak internalPanelling.

Oak Support Left.

Timber RimCover.

Oak FramingPanels.

Oak internalPanelling.

Oak Support Right.

Oak Framing PanelHorizontal.

Oak Framing PanelHorizontal.

Oak Framing PanelHorizontal.

Oak Framing PanelHorizontal.

Round Slate Buffed, tohide sharp edge.

Slate Water Trough.Constructed of FourSides.

Note:Full construction ofthe Trough is unknown.Measurements andmaterials noted fromexternal.

Oak Panellingand Support.

16

00

14

01

18

01

40

14

0

140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140

Horizontal Dado Panel.Secured to wall.

Vertical Oak PanellingSecured to wall.

Scale

Drawn by

Date

Year 4 - Conservation

Project No.1

Coolattin Stableyard

West Wing Stables

Mark Grincell

Ann Berney

As indicated

16/12/2015 14:35:40

Interior Stable Partitions

2015

C003 1 : 20C003

Pen Partition - Oak Panels, Grainite Base + Ironwork.1

1 : 20C003

Iron Structural Column2

1 : 10C003

Water Trough - Front Elevation ans Side Elevation3

1 : 20C003

Oak Wall Panels4

VISUAL SCALE 1:20 @ A1

2m0.4m 1.6m1.2m0.8m0m

VISUAL SCALE 1:10 @ A1

1m0.2m 0.8m0.6m0.4m0m

Disclaimer:

The Plans, Sections, Elevations,Details, Services ETC. of theCoolattin Stables, are assumedConstruction from the findings of aGroup Survey of the Building.

The Proposed Upgrades requireconsul tation from a Services andStructural Engineer.

Over View:

- Coolattin House, County Wicklow,Grounds of Coolattin Golf Club.

- Included in RPS in the Wicklow Co.Development Plan.

- 19th Century Stables Building,Some Refurbishment.

- Used as Store for Course Materialsand Equipment.

- Condition of building is in VariedCondidition.

Conservation Principles:

- Keeping a Building in Use- Researching and Analysing- Using Expert Conservation Advice- Protecting the Special Interest- Promoting Minimum Interventions- Respecting Earlier Alterations ofInterest- Repairing Rather than Replacing- Promoting Honesty of Repairs andAlterations- Using Appropriate Materials andMethods- Ensuring Reversibility of Alterations- Avoiding Incremental Damage- Discouraging the Use ofArchitectural Salvage from OtherBuildings- Complying with the BuildingRegulations