TITLE :TRAIN PLATFORM SCAFFOLD

ARRIVACAMPBELL ROADEASTLEIGH

DRAWN BY :C J BURCH

CHECKED BY :C E BURCH

DATE : 22nd Sept 18

DRAWING :

CLIENT :T.B.A.

Not for construction until over printed working drawing

WORKING DRAWING

SPECIAL NOTESGENERAL NOTES

A. This drawing is confidential and the exclusive property of the Client.No unauthorised use, copy or disclosure is to be made and it is to be returned upon request.

B. All services, plant, equipment and materials supplied are subject to the scaffold contractors conditions of Contract, Hire or Sale as applicable.

C. This drawing has been prepared from details supplied to us by the Client the Scaffold Contractor should check that we have correctly interpreted his requirements and that all loadings, dimensions, details, erection and striking sequences are correct and practicable. No alterations may be made withouth reference to the Client.

D. The Client is to prepare and ensure that the foundations are suitable for supporting the loads imposed upon it by our scaffold including its working load.

E. No sheeting whatsover, unless already shown, will be added to the scaffold without reference to the Client.

F. It is the responsiblity of the enquirer / Client to ensure that adequate facilities for tying the scaffold are made available and that the building or structure is capable of withstanding the loads applied to it by the scaffold and its working load.

G. No ties or braces are to be removed or any modifications to be made to the scaffold without reference and apporval from the Client.

H. The Scaffold Contractor is to design, supply and fix all necessary auxillary equipment, including, but not limited to, shuttering, timbers, bearers, steel joists and to ensure that such auxillary equipment is capable of safely transmitting the loads to the standards.

J. The Scaffold Contractor will be responsible for the setting out and final levelling of scaffolding or similar equipment used as a system of support.

K. All dimensions are as stated or as calculated. Drawing must not be scaled.

L. This drawing has been prepared on the assumption that all loads will be applied axially to the tubes unless stated otherwise.

M. Scaffold has been designed in accordance with TG20:13

NOTE : Scaffold has been designed for a maximum imposed load of 5.0 kN/sq.m. on one number working lift

SCALE :1:100 at A1

Any Queries relating to this drawing should be directed to the Christchurch Design Office 01425 283988

DESIGNER: SCAFFOLD DESIGNERS LTD Unit 6A, Priory Industrial Estate, Airspeed Road

Christchurch, Dorset. BH23 4HD. Tel : 01425 283988 www.scaffolddesigners.co.uk

M YOUNG SCAFFOLDING

Unit A, 73 Common RoadChandlers Ford

Eastleight, Hants.

Tel Fax : 02380 276 444

7335-18-01

PLAN TO GROUND LEVEL

END ELEVATIONLEFT SIDE ELEVATION

A A

BB

ISOMETRIC VIEW

Face/ Sway bracing to be fitted to all standards to every fifth bay

Ledger braces to be fitted to every bay to alternate sides

Underslung transom to support central double ledger to alternate bays

Staircase to be formed with Appollo stair treads or similar to each end of platform

Platform to be formed with single layers of scaffold boards

Board bearers to be fitted at max 0.45m centers to suit boards

Central standards to be adjusted to suit sleepers and ballast locations

All scaffold to be based on steel base plates on 450mm long single sole boards on firm and level ground

Double ledgers to be fitted to central standards

Check couplers to be fitted to positions shown thus

Handrails to be fitted at 950mm above boarded level

Outer boards to be notched around standards if scaffold to be formed less than 4.2m overall

Double rakers to form handrail to stairs

SCAFFOLD TO EXTEND FOR 240M IN SIMILAR TO ARRANGEMENT AS SHOWN

SCAFFOLD TO EXTEND FOR 240M IN SIMILAR TO ARRANGEMENT AS SHOWN

Staircase to be formed with Appollo stair treads or similar to each end of platform

Double rakers to form handrail to stairs

Central standards to be adjusted to suit sleepers and ballast locations

Note scaffold reduces in width by 0.225m to this last 3.9m bay

Note scaffold reduces in width by 0.225m to this last 3.9m bay

Staircase to be formed with Appollo stair treads or similar to each end of platform

Face/ Sway bracing to be fitted to all standards to every fifth bay

Ledger braces to be fitted to every bay to alternate sides

All scaffold to be based on steel base plates on 450mm long single sole boards on firm and level ground

Central standards to be adjusted to suit sleepers and ballast locations

Note scaffold reduces in width by 0.225m to this last 3.9m bay

TITLE :TRAIN PLATFORM SCAFFOLD

ARRIVACAMPBELL ROADEASTLEIGH

DRAWN BY :C J BURCH

CHECKED BY :C E BURCH

DATE : 22nd Sept 18

DRAWING :

CLIENT :T.B.A.

Not for construction until over printed working drawing

WORKING DRAWING

SPECIAL NOTESGENERAL NOTES

A. This drawing is confidential and the exclusive property of the Client.No unauthorised use, copy or disclosure is to be made and it is to be returned upon request.

B. All services, plant, equipment and materials supplied are subject to the scaffold contractors conditions of Contract, Hire or Sale as applicable.

C. This drawing has been prepared from details supplied to us by the Client the Scaffold Contractor should check that we have correctly interpreted his requirements and that all loadings, dimensions, details, erection and striking sequences are correct and practicable. No alterations may be made withouth reference to the Client.

D. The Client is to prepare and ensure that the foundations are suitable for supporting the loads imposed upon it by our scaffold including its working load.

E. No sheeting whatsover, unless already shown, will be added to the scaffold without reference to the Client.

F. It is the responsiblity of the enquirer / Client to ensure that adequate facilities for tying the scaffold are made available and that the building or structure is capable of withstanding the loads applied to it by the scaffold and its working load.

G. No ties or braces are to be removed or any modifications to be made to the scaffold without reference and apporval from the Client.

H. The Scaffold Contractor is to design, supply and fix all necessary auxillary equipment, including, but not limited to, shuttering, timbers, bearers, steel joists and to ensure that such auxillary equipment is capable of safely transmitting the loads to the standards.

J. The Scaffold Contractor will be responsible for the setting out and final levelling of scaffolding or similar equipment used as a system of support.

K. All dimensions are as stated or as calculated. Drawing must not be scaled.

L. This drawing has been prepared on the assumption that all loads will be applied axially to the tubes unless stated otherwise.

M. Scaffold has been designed in accordance with TG20:13

NOTE : Scaffold has been designed for a maximum imposed load of 5.0 kN/sq.m. on one number working lift

SCALE :1:100 at A1

Any Queries relating to this drawing should be directed to the Christchurch Design Office 01425 283988

DESIGNER: SCAFFOLD DESIGNERS LTD Unit 6A, Priory Industrial Estate, Airspeed Road

Christchurch, Dorset. BH23 4HD. Tel : 01425 283988 www.scaffolddesigners.co.uk

M YOUNG SCAFFOLDING

Unit A, 73 Common RoadChandlers Ford

Eastleight, Hants.

Tel Fax : 02380 276 444

7321-18-02b

Face/ Sway bracing to be fitted to all standards to every fifth bay

Ledger braces to be fitted to every bay to alternate sides Underslung transom to

support central double ledger to alternate bays

TOP PLAN

SECTION A - A

A A

Staircase to be formed with Appollo stair treads or similar to each end of platform

Platform to be formed with single layers of scaffold boards

Board bearers to be fitted at max 0.45m centers to suit boards

Central standards to be adjusted to suit sleepers and ballast locations

BB

SECTION B - B

ISOMETRIC VIEW

All scaffold to be based on steel base plates on 450mm long single sole boards on firm and level ground

Double ledgers to be fitted to central standards

Check couplers to be fitted to positions shown thus

Handrails to be fitted at 950mm above boarded level

Outer boards to be notched around standards if scaffold to be formed less than 4.2m overall

Double rakers to form handrail to stairs

SCAFFOLD TO EXTEND FOR 240M IN SIMILAR TO ARRANGEMENT AS SHOWN

SCAFFOLD TO EXTEND FOR 240M IN SIMILAR TO ARRANGEMENT AS SHOWN

Double check couplers to be fitted below ledger and transom couplers to central standards

Platform to be formed with single layers of scaffold boards

Board bearers to be fitted at max 0.45m centers to suit boards

Double ledgers to be fitted to central standards

Check couplers to be fitted to positions shown thus

Double check couplers to be fitted below ledger and transom couplers to central standards

Platform to be formed with single layers of scaffold boards

Board bearers to be fitted at max 0.45m centers to suit boards

Double ledgers to be fitted to central standards

Handrails to be fitted at 950mm above boarded level

Outer boards to be notched around standards if scaffold to be formed less than 4.2m overall

Underslung transom to support central double ledger to alternate bays

Double rakers to form handrail to stairs

Note scaffold reduces in width by 0.225m to this last 3.9m bay

Staircase to be formed with Appollo stair treads or similar to each end of platform