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XPASS B 275/800C RISING BOLLARD FOUNDATION PLAN
2X2 B20-04
A
U-BARS IN PAIR
A
6 B12-03-200
LINKS
B
6 B16-07
TIE BARS
C
2+1 B16-05
LINKS
D
A
6 B12-03-200
LINKS
2X2 B20-04
U-BARS IN PAIR
E
Bar Mark Type and Size No. of Members No. of bars in each Total No. Length Shape code
Member
Foundation
01
B10
1
F
02
B10
1
03
B12
1
04
B20
1
05
B16
1
06
B12
1
07
B16
1
1
2
3
5 B10-01-200
2 B12-06
EACH CORNER
LINKS
2 B12-06-200
LINKS
TRAFFIC
1400
FOUNDATION CAGE BOM
44
44
800
11
8
8
1200
00
12
12
1740
63
8
8
2200
21
6
6
2470
63
6
6
1700
63
6
6
700
00
2
3
4
5
8 B10-02-200
03
01
NOTES:
2+1 B16-05
1. Do not scale drawing. Use figured dimensions and levels only. All sizes are in millimeters.
LINKS
2. The contractor is to verify dimensions and levels on the site prior to starting work. Any discrepancies to be reported to the engineer
for clarification before proceeding with the construction.
3. All specified materials shall be used in accordance with the manufacturers recommendations.
4. Nomination of proprietary items does not indicate exclusive preference but the required properties and performance of the item.
Similiar alternatives having the equivalent properties may be used.
CONCRETE:
* All concrete to be in accordance with BS8500, Mixes to be:
BLINDING AND SOFT SPOTS - GEN 1
REINFORCED CONCRETE - RC32/40, DC-3
* All material and workmanship to be in accordance with
recommendations of BS EN 1992 EUROCODE 2.
* Minimum lap:
C20 = 1000mm
* Reinforcement is listed on bar bending schedule on drawing.
* Foundation reinforcement cage to be wired tied not welded
to enable reinforcement to be adjusted on site if required.
Materiali, componenti e trattamenti devono essere "RoHS" conformi.
Materials, components and processings have to be "RoHS" compliant.
Descrizione / Description
XPASS B 275/800C
Codice
Lavorazione
A*
B*
C*
Rev. letter
Code
Process
400
400
1200
525
345
850
495
850
535
700
A termini di legge BFT spa considera questo documento come segreto aziendale con divieto per chiunque di riprodurlo e/o di renderlo
320
530
comunque noto, in tutto o in parte, a terzi o a ditte concorrenti, senza specifica autorizzazione scritta della direzione BFT spa.
According in law BFT spa considers this document to be a company secret and therebefore prohibits any person to reproduce it
700
known in whole or in part to other parties or to competitors without specific written authorization of BFT's management.
4
5
6
Sez. A-A
05
02
BOLLARD CASING
1400
*
Minimum cover to reinforcement cast against:
Formwork or top surface - 50mm
Blinding - 50mm
Earth face - 75mm (increase size of foundation)
Bollard structure - 25mm
Bar reinforcement:
* Cover to be mantained by the use of propriety cover
spacers. Broken paing slabs, bricks etc. are not permitted.
* Top surface to be steel float finished.
Note
Notes
6
7
8
MOD.
TRAFFIC
GROUND LEVEL
A393 MESH IN
EACH FACE OF
THE FOUNDATION
50mm
SIDE COVER
6 B10-01-200
EACH FACE
DRAIN OUTLET
EXTEND DRAIN OUTLET
OUTSIDE CONCRETE VIA
PIPE/CONDUIT
1400X1400X1140 DEEP
R.C BOLLARD
FOUNDATION
RoHS
Codice disegno / Drawing code
Rev.
P970094 0000X
Peso
Weight
Codice provvisorio / Provisional code
Proiezione
Scala
1:10
Projection
Scale
Disegnato da / Designed by
Modificato da / Edited by
Ferraro F.
Disegnato il / Designed on
Modificato il / Edited on
02/02/2017
7
8
A
B
C
D
E
F
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