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PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 )...

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PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) PIER WIDTH VARIES 1 4 0 VARIES 7 5 50 50 15 R6
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Page 1: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 )

PIER WIDTH VARIES

140

VARIES

75

50 50

15

R6

Page 2: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

PC315 PLAIN PIER CAP ON 1 BRICK PIER ( 1 : 7.5 )APPROX. 22 KG

PC427 PLAIN PIER CAP ON 1 1/2 BRICK PIER ( 1 : 7.5 )APPROX. 41 KG

PC540 PLAIN PIER CAP ON 2 BRICK PIER ( 1 : 7.5 )APPROX. 65 KG

PC652 PLAIN PIER CAP ON 2 1/2 BRICK PIER ( 1 : 10 )APPROX. 94 KG

PC765 PLAIN PIER CAP ON 3 BRICK PIER ( 1 : 10 )APPROX. 130 KG

PC878 PLAIN PIER CAP ON 3 1/2 BRICK PIER ( 1 : 10 )APPROX. 171 KG

SECTION

SECTION

SECTION

SECTION SECTION SECTION

KEYDENOTES FINISHED FACES

DENOTES DIRECTION OF WEATHERING

Drawing No. Rev -

SCALE

PLAIN PIER CAPS

TITLE

1:5 U.S.O.

It is the responsibility of the customer to ensure the suitabilityof any of these products within their project.

Vobster Cast Stone Ltd. can accept no responsibility for the accuracy or suitability of any information produced and offerno warranty whatsoever in this respect. All units weigh approx. 2.4 tonnes/m³ although this will depend on thechosen mix design - please therefore contact us for

confirmation of weights. To comply with c.d.m regulations please notify us if you require lifting sockets to be incorporated into units at

time of order.

VC-PCP-01

215 215

140

315

315

315

327,5 327,5

140

427

427540

540

140

540

427

440 440

652

652

652

140

552,5 552,5

765

765

140

765878

878

878

140

665 665

777,5 777,5

5050 215

327,5 5050

440 5050

552,5 5050 665 5050 777,5 5050

75

75

75

75

75

75

Page 3: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

MOULDED PIER CAP TYPICAL SECTION ( 1 : 5 )

PIER WIDTH VARIES

165

VARIES

R6

15

Page 4: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

PC3 MOULDED PIER CAP ON 2 BRICK PIER ( 1 : 7.5 )APPROX. 99 KG PC4 MOULDED PIER CAP ON 2 1/2 BRICK PIER ( 1 : 7.5 )

APPROX. 139 KGPC3 SECTION

PC4 SECTION

PC5 MOULDED PIER CAP ON 3 BRICK PIER (1 : 7.5)APPROX. 202 KG

PC5 SECTION

KEYDENOTES FINISHED FACES

DENOTES DIRECTION OF WEATHERING

Drawing No. Rev -

SCALE

MOULDED PIER CAPS

TITLE

1:5 U.S.O.

It is the responsibility of the customer to ensure the suitabilityof any of these products within their project.

Vobster Cast Stone Ltd. can accept no responsibility for the accuracy or suitability of any information produced and offerno warranty whatsoever in this respect. All units weigh approx. 2.4 tonnes/m³ although this will depend on thechosen mix design - please therefore contact us for

confirmation of weights. To comply with c.d.m regulations please notify us if you require lifting sockets to be incorporated into units at

time of order.

VC-PCM-01

642 642

642

642

440 440

165

552,5 552,5

65

100

3333 440

642

552,5

740

26 26

740

740

165

740 740

900

900

665 665

165

900 900

65

100

65

100

665 49,549,5

900

Page 5: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

WF1 FINIAL

WITH WF330 BALL

( 1:5 )

TYPICAL SECTION ( 1:5 )

PLAN ( 1:5 )

300

65

R20

176

19

325

R165

6330

95

115

636 O

VERALL

R194

Page 6: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

WF1 FINIAL WITH WF330 BALL

( 1 : 2.5 )APPROX. 73.70 kg COMPLETE

KEYDENOTES FINISHED FACES

DENOTES DIRECTION OF WEATHERING

Drawing No. Rev -

SCALE

WF1 FINIAL WITH WF330 BALL

TITLE

1:5 U.S.O.

It is the responsibility of the customer to ensure the suitabilityof any of these products within their project.

Vobster Cast Stone Ltd. can accept no responsibility for the accuracy or suitability of any information produced and offerno warranty whatsoever in this respect. All units weigh approx. 2.4 tonnes/m³ although this will depend on thechosen mix design - please therefore contact us for

confirmation of weights. To comply with c.d.m regulations please notify us if you require lifting sockets to be incorporated into units at

time of order.

VC-FF-01

R165

176

65

19

R20

330

6

636

325

300

R194

115

155

Ø12 x 50 DEEP

DOWEL HOLE

Page 7: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

PPCX CHAMFERED PIER PLINTH ( 1 : 7.5 ) PPMX MOULDED PIER PLINTH ( 1 : 7.5 )

PPCX - TYPICAL SECTION ( 1 : 5 ) PPMX - TYPICAL SECTION ( 1 : 5 )

KEYDENOTES FINISHED FACES

DENOTES DIRECTION OF WEATHERING

Drawing No. Rev -

SCALE

PIER PLINTHS

TITLE

1:5 U.S.O.

It is the responsibility of the customer to ensure the suitabilityof any of these products within their project.

Vobster Cast Stone Ltd. can accept no responsibility for the accuracy or suitability of any information produced and offerno warranty whatsoever in this respect. All units weigh approx. 2.4 tonnes/m³ although this will depend on thechosen mix design - please therefore contact us for

confirmation of weights. To comply with c.d.m regulations please notify us if you require lifting sockets to be incorporated into units at

time of order.

VC-PP-01

NOTE: PLINTH LENGTHS CAST

TO SUIT PIER SIZE

140

158

56

65

140

158

56

65

665 665

552,5 552,5 552,5

665

140

140

665

552,5

Page 8: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

PPCX CHAMFERED PIER PLINTH ( 1 : 2.5 ) TYPICAL PPCX SECTION

TYPICAL PPMX SECTIONPPMX MOULDED PIER PLINTH ( 1 :2.5 )

102,5

140

65

55,5

158

140

65

102,5

158

55,5

Page 9: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

CB1 MOULDED PIER STRING ( 1 : 5 )

CB1 - TYPICAL SECTION

KEYDENOTES FINISHED FACES

DENOTES DIRECTION OF WEATHERING

Drawing No. Rev -

SCALE

PIER STRING

TITLE

1:5 U.S.O.

It is the responsibility of the customer to ensure the suitabilityof any of these products within their project.

Vobster Cast Stone Ltd. can accept no responsibility for the accuracy or suitability of any information produced and offerno warranty whatsoever in this respect. All units weigh approx. 2.4 tonnes/m³ although this will depend on thechosen mix design - please therefore contact us for

confirmation of weights. To comply with c.d.m regulations please notify us if you require lifting sockets to be incorporated into units at

time of order.

VC-PS-01

NOTE: STRING LENGTHS CAST TO SUIT PIER SIZE (665mm PIER SHOWN)

665 665

65

125

65

Page 10: PLAIN PIER CAP TYPICAL SECTION ( 1 : 5 ) · pc3 moulded pier cap on 2 brick pier ( 1 : 7.5 ) approx. 99 kg pc4 moulded pier cap on 2 1/2 brick pier ( 1 : 7.5 ) approx. 139 kg pc3

CB1 PIER STRING ( 1 : 2.5 )TYPICAL SECTION

102,5

65

10

R22,5


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