375 Columns - Elegant Stoneelegantstoneltd.co.uk/elegantstonewebpdfs/brochure32-49.pdf · cl cl 400...

Columns

32

750

375

520

Capital 9

275

730

500

254

Capital 10

BASE 02

310

17

47

10

71

07

10

15

2

380

CAP 08

COL 02

305

254

6

6

6

6

Type 2

10

80

102

12

9

290

CAP 01

BASE 01

COL 01

290

225

175

Type 1

86

BASE 03

COL 03

428

2177

149

380

CAP 03

318

260

6

6

6

6

Type 3

645

315

549

549

549

549

549

549

600

165

375

700

CAP O4

COL 04

BASE 04

450

Type 4

CAPS 9 & 10 OPTIONAL

All column order codes also include for the respectivecapital and base(s) all joints taken to be 6mm

Columns

33

BASE 05

380

14

81

78

6148

294

400

CAP 05

COL 05

245

300

Type 5

BASE 05

380

148

1616

148

380

CAP 05

COL 06

245

300

Type 6

80

BASE 06

COL 07

420

21

42

510

35

5

CAP 07

250

300

Type 72

17

68

6

BASE 03

350

20

0

15

0

COL 08

CAP 06

428

254

305

Type 8

CL CL

400

2300

400

27

75

30

0

37

5

816 8161201

1270

INSITU RC RING BEAM BY OTHERS.

IMPOSED OUTLINE OF STRUCTURAL CORE TO COLUMNS, BY OTHERS.

5mm COMPRESSIBLE LAYEROF POLYSTYRENE OR SIMILAR.

110mm DIA INSITU RC CORE TO COLUMN.

6

2545

1270

FRONT ELEVATION

RECTANGULAR ON PLAN

A1

A

6 6

666

Portico

34

Type A

375

300

148

1786

2100

148

294

220

150

150

BASE

PEDESTAL400mm SQUARE

COLUMN

CAPITAL

ARCHITRAVE

COPING

CORNICE

TYPICAL WALLCONSTRUCTION

900

FFL


400900

75

325 836

10426

6

6

6

6

6

6

CAPITAL, COLUMN AND BASE TO BE LINED WITH 5mm COMPRESSIBLE LAYER OFPOLYSTYRENE OR SIMILAR.

WARNING ! IF COMPRESSIBLELAYER IS OMITTED, COLUMNMAY CRACK DUE TO DIFFERENTIAL RATES OFEXPANSION AND CONTRACTION.

110mm DIA CORE HANDPACKED WITH C25GRADE CONCRETE.

FOUNDATION DESIGN BY OTHERS

8mm STAINLESSSTEEL LUGS @ 450mm CENTRESCAST INTO ARCHITRAVE

CAST STONE SOFFIT OPTIONAL

SECTION THROUGH A, A1

SIDE ELEVATIONCL

245

325

CL

1270

720 720 720

400 400

900

1050

75

85306

1270

2545

720 720

160

720

100

BEAM & SOFFIT PLAN

Portico

35

Type A

A TWISTED STEEL BAR BY OTHERS

FRONT ELEVATION

RECTANGULAR ON PLAN

6 6 6

4002300

375

390 881

889

816

6 6

A1

400

889

881 390

375

816

INSITU RC RINGBEAM BY OTHERS.


5mm COMPRESSIBLELAYER OF POLYSTYRENEOR SIMILAR.

110mm DIA INSITURC CORE TO COLUMN.

6

61270

1201

6

CL CL

1270

6

Portico

36

Type B

SIDE ELEVATION

6

400

900

375

325

390 628

636

8366

TYPICAL WALL CONSTRUCTION

CL

6 6

900


WARNING! IF COMPRESSIBLELAYER IS OMITTED, COLUMNMAY CRACK DUE TO DIFFERENTIAL RATES OFEXPANSION AND CONTRACTION.

390325

628


FOUNDATION DESIGN BY OTHERS.


8mm STAINLESS STEELLUGS @450mmCENTRES CAST INTOARCHITRIVE


375

148

6

1786

2100

148

150

294

220

200

6101139

956

66

66

66

BASE

COLUMN

CAPITAL

ARCHITRAVE

CORNICE

PLINTH

BALUSTER

COPING

WATER PROOFING AND DRAINAGEDESIGN BY CONTRACTOR

325

325

CL

245 75 104266

1270

720 720 720

400 4009

00

10

50

75

85306

1270

2545

720 720

160

720

100

BEAM & SOFFIT PLAN

30

0

FFL

Portico

37

Type B

A

A1

400

2300

2545

66

3035

400

1270





CLCL

FRONT ELEVATION

6 6 6

1270

Portico

38

Type C

400

900

37

514

817

86

2100

148

29415

0

BASE


COLUMN

CAPITAL

ARCHITRAVE

COPING

CORNICE


150

75


6

6

6

6


WARNING ! IF COMPRESSIBLELAYER IS OMITTED, COLUMNMAY CRACK DUE TO DIFFERENTIAL RATES OFEXPANSION AND CONTRACTION.




SIDE ELEVATIONCL

CL

245

1270

720 720 720

400 400

900

1050

75

85306

1270

2545

720 720

160

720

100

BEAM & SOFFIT PLAN

8mm STAINLESS�STEEL LUGS �@ 450mm CENTRES�CAST INTO ARCHITRAVE

30

0

FFL

Portico

39

Type C

A

A1

400

2300

8196 6

6

6 6 6

400

462 1044 1044 462894

896 819

992 992

1270 1270

6

6





CLCL

FRONT ELEVATION

RECTANGULAR ON PLAN

Portico

40

Type D


375

148

1786

2100

148

294

144

144

150

90

90 90 9216

BASE


COLUMN

CAPITAL

ARCHITRAVE

UPSTAND COPING

COPING

CORNICE

WATER PROOFING AND DRAINAGE�DESIGN BY CONTRACTOR

400900

392 791

6

850 403

6

6

6

6

6

6

6

6


WARNING! IF COMPRESSIBLELAYER IS OMITTED, COLUMNMAY CRACK DUE TO DIFFERENTIAL RATES OFEXPANSION AND CONTRACTION.



245

SECTION THROUGH A, A1SIDE ELEVATION

462

392

CL

CL

70 10476

CAST STONE SOFFIT OPTIONAL

1270

720 720 720

400 400

900

1050

75

85306

1270

2545

720 720

160

720

100

BEAM & SOFFIT PLAN

8mm STAINLESS�STEEL LUGS �@ 450mm CENTRES�CAST INTO ARCHITRAVE

30

0

FFL

Portico

41

Type D

FRONT ELEVATION


5mm COMPRESSIBLE LAYER OF POLYSTYRENE OR SIMILAR.



A1

A

6 6

CLCLCLCL

RADIUS ON PLAN

6666

6 6

Portico

42

Type E

ARCHITRAVE PLAN

375

148

1786

146

220

BASE


COLUMN

RADIAL COPING

TYPICAL WALL CONSTRUCTION

RADIAL CORNICE

RADIAL ARCHITRAVE

ARCHITRAVE BUILT INTO100mm BRICKWORK


SECTION THROUGH A,A1

SIDE ELEVATION

CAPITAL

150

66

66

6

220

325

294

6

245

WATER PROOFING AND DRAINAGE DESIGN BY CONTRACTOR

CL

CL

CLCL

SOFFIT SUPPLIED BY OTHERS

CAPITAL, COLUMN, AND BASETO BE LINED WITH 5mm COMPRESSIBLE LAYER OF POLYSTYRENE OR SIMILAR.WARNING! IF COMPRESSIBLELAYER IS OMMITED, COLUMNMAY CRACK DUE TO DIFFERENTIAL RATES OF EXPANSION AND CONTRACTION.

110mm DIA CORE HAND PACKED WITH C25 GRADE CONCRETE

300 400 300 200

R12

00

R1128

R13

73

SOFFIT BY OTHERS

Portico

43

Type E

FRONT ELEVATION

6

6

6

6

6

6

50

75

528

865

287

259

805

414

6

300

400

152

174

1786

294

144

190

75

294

2505


5mm COMPRESSIBLE LAYER OF POLYSTYRENE OR SIMILAR.


470470 1036 1036

971

795 795

6

971

1270

971

410

741


2300

1270

574

CL CLRECTANGULAR ON PLAN

Portico

44

Type JFeature lions head can be omitted if required.

COPING

COPINGCORNICE

ARCHITRAVE

COLUMN



BASE

CAPITAL

INFILL PANEL

620 620

6120

144

294

375

152

174

75

756

6

SIDE ELEVATION

75

635

2430

294

144

220

110 mm DIA CORE HAND PICKED WITH C25 GRADE CONCRETE

SECTION THROUGH CENTRE LINE OF COLUMN & PEDIMENT

80 140

6

6

6

6

400

FFL

146

CL

450

505

570

325

1270 1270

2546

6

32

5

ARCHITRAVE PLAN

8mm STAINLESS STEELLUGS @450mmCENTRES CAST INTOARCHITRIVE

1786

CAPITAL, COLUMN AND BASE TO BE LINED WITH A COMPRESSIBLE LAYER OF POLYSTYRENE OR SIMILARWARNING! IF COMPRESSIBLE LAYER IS OMITTED, COLUMN MAY CRACK DUE TO DIFFERENTIAL RATES OF EXPANSION AND CONTRACTION

Portico

45

Type J

775 FROM BRICK WORK

TO COLUMN CENTRE

842

991

150

TIMBER SOFFIT BY OTHERS

SECTION THROUGH ARCHITRAVE & SOFFIT

3 layers of felt overlay

MASTER BOARD SOFFITform hole for rainwater

outlet as required

1800 BETWEEN COLUMN CENTRES

6

6

6

62045

148

21

00

29

0

17

86

14

8

250

250

6

6

6

863

863

COPING

HEAD

COLUMN CAPITAL

COLUMN SHAFT

Calder Style Portico

46

Calder Style

The Calder Portico is simple to erect and will certainlyprovide the classical finishing touch to any new orexisting property.

Incorporating solid traditional Tuscan columns, corniceand architrave, the Calder Portico requires no additionalreinforcement or insitu concrete, thereby making it adesirable feature that can now be added cost effectivelyto any development.

190m

m

Polystyrene isolation

67.5mm

Portico Construction Guidefor most Types excluding Calder Style

Coping set in 1:2:9 cement, lime, sandmortar, recessed and pointed up withmatching mortar colour. Each coping with 2no. 6mm S/S pins site drilled and resinanchored.

Cornice set as coping but allow 14days for r.c. beam to mature before drilling.

Sequence of erection for main columns and beams.

1. Set out column at desired distance apart andaway from building wall, excavate forappropriate sized footings, set up 20mm dia Lshaped bar with threaded end at top to finish150mm above top of circular column baseunit and central to the core.

2. Set square section pedestal units parallel tohouse wall and central to core position in1:2:9 mortar, 6mm joints, line core withpolystyrene and hand fill with 25 gradeconcrete with small gravel aggregate and allowto set, checking plumb and level of unit. Fixsplice connector.

3. Set column base unit in 6mm 1:2:9 mortar,check centre, and level, line core withpolystyrene, hand fill with 25 grade concreteand leave to set.

4. Line main column with polystyrene, hoist intoposition set in 1:2:9 mortar joint 6mm thickand plumb up checking centres across the top.Compensate for taper of column with 27mmblock below neck to check plumb. Prop and

edge column on 4 sides, insert main 20mmdia column bar and screw tight, hand packbottom 300mm of column with 25 gradeconcrete, check plumb, leave 24 hrs to set.

5. Fill concrete column cores to within 200mmof top and allow to set. Bed column capital in1:2:9 mortar with 6mm joint onto top ofcolumn, check for square with 6mm jointonto top of column, check for square withbuilding and level top. Ensure bar spliceconnector is fitted prior to bedding on thecapital. Fit short angle shaped 20mm dia steelbar, tighten up and fix bar splice to main beamend. Hand pack concrete to top of capital,leave 24 hrs.

6. Scaffold around columns, fully acro prop andsupport 250x50 timber soffit support to frontand side beams, level 6mm above capital tops.Full width of J beam MUST be supported.Hoist and set side beams, then front beamsinto place, forming soft joint between top ofcapital and underside of J beam, check leveland square, install 20mm dia main beam bars,min 1000 overlap, and combined corner /side beam bars, min 900 return into frontbeam. Hoist precast soffit units and set on1:2:9 mortar (ensure slots in wall min 300tall) leave to set, ensure all joints filled and endof beam stopped. Fill beam with 25 gradeconcrete, leave support 14 days.

47

This drawing is the copyright of Elegant Stone Ltd andmust not be reproduced without prior consent

48

All Elegant Stone products comply with thespecification for cast stone as defined by BS: 1217:1997.

Mean Dry Density: Approximately 2250 kg/m3

Compressive strength: The average crushingstrength of three cubes as tested in accordancewith BS1881 part 116 shall be no less than35N/mm2 with no individual unit less than28N/mm2.

Water absorption: Components shall not exceed 1.0mg/mm2 for CapillaryAbsorption Test (CAT) as defined byBS1217:1997.

Dimensional tolerances:Up to 600mm ± 2601 to 1000mm ± 31001 to 2500mm ± 42501 to 4000mm ± 5over 4000mm ± 6

Flatness of plane: Maximum permittedvariation from plane = 0.3% of the maximumdimension of the item or 2mm whichever is the greater.

Thermal conductivity: 1.70w/mk

Aggregates: To BS882:1992 and BS3797:1990

Cement: To BS12:1996

Pigments: To BS1014:1975

Elegant Stone products are subject tocomprehensive internal quality controlprocedures and are regularly independentlytested to ensure all components aremanufactured to the highest standards.

As with natural stone, cast stone may be subjectto slight shade variations.

Technical Specification

Packing

Quality Control Procedures

Ordering and DeliveryAll orders should clearly state the following;

• Product code and size• Colour• Exact quantities• Week commencing

delivery date• Full delivery address• Any specific delivery

instructions or requirementsi.e. mechanical offloading,24 hours prior notice etc.

All orders are acknowledged inwriting and subject to Elegant Stone’sterms and conditions of trade.

Deliveries are made on shrink-wrapped, free of charge, non-returnable pallets with componentsclearly coded for ease of identificationon site.

Acknowledgments1. James Allen Construction2. Chiltern Construction Ltd3. Ellmer Homes Ltd4. Mr and Mrs Michael Griffin

Delivery

49

1. Pallets should be stored on firm level ground.

2. Never stack pallets on top of each other.

3. Ensure scaffolding poles, timber and all other objects do not come into contact with pallets inallocated storage area.

4. Always ensure when moving pallets that forks are extended as wide as possible to ensure base ofpallet does not deflect, thereby cracking lower units.

5. Lifting components directly with chains or slings is both dangerous and can lead to damage ofthe units.

6. When using grabs, always ensure they grip the pallet and not the stone.

7. Individual units should have suitable protection between faces to reduce the possible damage.

8. Components must be supported by timber bearers which should be positioned to preventpoint loading.

9. When removing polythene shrink-wrapping, do not burst open or tear off as this may damageedges and corners of components. Carefully cut open polythene using a sharp knife, taking carenot to damage units within.

10. Never drag or slide units across each other.

11. Components should be handled and stored in the plane to which they are designed tobe installed.

12. Once in place, components should be protected from damage or contamination fromfollowing trades, by covering with timber or heavy gauge polythene sheeting.

Bath

Site Practice and HandlingEfflorescenceEfflorescence or “lime bloom” is a temporary, naturally occurringphenomenon that can affect cast stone as well a other cement based products. Alightening of the surface may occur which may be more prevalent in dampconditions. Efflorescence in no way effects the structural integrity of the caststone and in most cases will disappear in time with normal weathering.

Repairs and CleaningCast stone products should be handled with care and protected at all times tominimise damage, subsequent remedial work and cleaning. However, repairscan be undertaken using a suitable mix supplied direct from our factory.Depending on the nature and extent of the damage incurred, repairs may becarried out by site operatives.

DisclaimerAs Elegant Stone operate a policy of continual product development, theinformation and details provided in this brochure may be subject to changewithout prior notice.

Minster Pennine Chester Portland Windsor

StoneworkARCHITECTURAL CAST STONE DRESSINGS

Inspirational

ELEGANT STONE

400 300 200

R12

00

R1128

R13

73

150/300

29

0

260

75

160

215

215

842

991

1506

62045

29

0

250

250

6

6

863

863

ARCHITECTURAL CAST STONE DRESSINGS

350

20

0

15

0

254

300

6

6R25

6

2027

215

9447

200

1270 1270

2546

6

325

ARCHITRAVE PLAN

Unit 1 Moor End Works, Cleckheaton, West Yorkshire, BD19 3TT • Tel - 01274 874360 • Fax - 01274 851025 Email - [email protected] • www.elegantstoneltd.co.uk

ELEGANT STONE

January 2008

C1/SfBFf3

1231_ElegantStoneCover_resaved_Layout 1 21/06/2011 14:13 Page 1

375 Columns - Elegant Stoneelegantstoneltd.co.uk/elegantstonewebpdfs/brochure32-49.pdf · cl cl 400...

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