General Notes

DateRev.

Client Name

Description

Drawing No.

Scale

Date Date

Drawn by Checked by

ASC EDINBURGH LIMITED

1 Gilmerton Station Road

Edinburgh

EH17 8RZ

TEL: 0131 603 3116

FAX: 0131 672 3295

www.asclimited.net

Special Notes

Project Name

Drawing status

ChkdDrn

Example

CUPLOK CLAD ACCESS SCAFFOLDING

1. THE DESIGN IMPOSED LOADING FOR THIS SCAFFOLD IN ACCORDANCE WITH

TG20:13 IS AS FOLLOWS.

1.1 ONE NUMBER ACCESS AND WORKING PLATFORM AT 2.00KN/M²

AND ONE FURTHER PLATFORM AT 0.75KN/M² VERY LIGHT DUTY AND ACCESS

PURPOSES WHILST OTHER LIFTS ARE BOARDED THEY ARE CONSIDERED AS

NON WORKING LIFTS

2. ALL BEAMS TO BE LACED AND BRACED UNLESS OTHERWISE STATED AT:

1.1 CROSS BRACING EVERY 2.4m

1.2 PLAN BRACING EVERY 2.4m

1.3 TOP CHORDS LACED EVERY 1.2m

1.4 BOTTOM CHORDS LACED EVERY 2.4m AND ANY POINTS OF LOADING

3. CLIENT TO ENSURE THE SUITABILITY OF THE BEARING/GROUND LEVELS TO

ACCEPT LOADS FROM SCAFFOLD UPRIGHTS.

4. THE TUBES & FITTINGS SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH

ADVICE GIVEN IN THE TG20:13 GUIDANCE.

5. THE TUBES & FITTINGS IS TO BE TIED TO THE PERMANENT STRUCTURE IN

ACCORDANCE WITH INFORMATION PROVIDED IN THE TG20:08 GUIDANCE.

6. CLIENT TO ENSURE THE SUITABILITY OF THE EXISTING STRUCTURE TO

ACCEPT THE LOADS IMPOSED FROM THE SCAFFOLD TIES.

CDM REGULATIONS 2007

THE CONSTRUCTION DESIGN AND MANAGEMENT REGULATIONS 2007

REQUIRE THAT WE MAKE THE CLIENT AWARE OF HIS DUTIES UNDER

THE ABOVE MENTIONED REGULATIONS. THESE DUTIES UNDER CDM

REGULATIONS ARE PUBLISHED BY THE HSC AND HSE

1. THIS DRAWING IS CONFIDENTIAL AND THE EXCLUSIVE PROPERTY OF

ASC LIMITED. NO UNAUTHORISED USE, COPY

OR DISCLOSURE IS TO BE MADE AND IT IS TO BE RETURNED UPON

REQUEST.

2. THIS DESIGN AND DRAWING HAS BEEN PREPARED FROM

INFORMATION SUPPLIED TO US BY, OR ON BEHALF OF THE CLIENT,

WHO SHOULD CHECK THAT WE HAVE CORRECTLY INTERPRETED HIS

REQUIREMENTS AND THAT ALL LOADINGS, ERECTION DETAILS,

DIMENSIONS AND SETTING OUT SIZES ARE AS REQUIRED AND

PRACTICABLE.

3. THE CLIENT IS RESPONSIBLE FOR ENSURING THAT THE FOUNDATIONS

PROVIDED ARE ADEQUATE TO SAFELY SUPPORT THE LOADING IMPOSED

BY THE SCAFFOLD.

4. NO TIES OR BRACES ARE TO BE REMOVED FROM, OR ANY

MODIFICATIONS MADE TO THE SCAFFOLD STRUCTURE WITHOUT

APPROVAL FROM ASC LIMITED.

5. THE CLIENT IS RESPONSIBLE FOR SETTING OUT THE FINAL LEVELING

OF THE SCAFFOLD STRUCTURE OR SIMILAR EQUIPMENT USED AS A

SYSTEM SUPPORT.

6. WIND LOADS MAY NEED TO BE CALCULATED BY EXTERNAL

ENGINEERS AND SHOULD THIS BE REQUIRED THEY SHOULD BE

CALCULATED IN ACCORDANCE WITH CP3: CHAPTER V: PART 2: 1972.

7. SNOW LOADING MAY NEED TO BE CALCULATED BY EXTERNAL

ENGINEERS AND SHOULD THIS BE REQUIRED THEY SHOULD BE

CALCULATED USING BS6399: PART 3.

8. ALL SCAFFOLDING TO BE ERECTED IN ACCORDANCE WITH BS

TG20:13.

9. ALL SCAFFOLD MATERIALS TO COMPLY WITH BS 1139. SCAFFOLD

BOARDS ASSUMED CAPABLE OF SPANNING 1.3 METERS.

10. ALL DIMENSIONS ARE AS STATED OR AS CALCULATED. DRAWING

MUST NOT BE SCALED.

11. THIS DRAWING HAS BEEN PREPARED ON THE ASSUMPTION THAT

ALL LOADS WILL BE APPLIED AXIALLY TO THE TUBES UNLESS

SPECIFICALLY STATED

AS STATED @ A1

KTD

DN

PROVISIONAL

***********

DN ----

----

************ORIGINAL DRAWING: ORIGINAL DRAWING STATUS P1

**************

---

SCAFFOLD DESIGNED IN

CONJUNCTION WITH NASC TG20:13

TECHNICAL GUIDANCE ON

BS EN 12811-1GENERAL NOTES:-

ALL CUPLOK SCAFFOLD TO BE ERECTED IN

ACCORDANCE WITH THE CUPLOK USERS

MANUAL.

ALL TUBE AND FITTING SCAFFOLD TO BE

ERECTED IN ACCORDANCE WITH NASC TG20:13

OPERATIONAL GUIDE TO GOOD PRACTICE WITH

TUBE AND FITTING SCAFFOLD.

ALL SCAFFOLD TO BE ERECTED IN

CONJUNCTION WITH NASC SG4:10

PREVENTION IN FALLS IN SCAFFOLDING.

ALL TIES FITTED, TESTED AND DOCUMENTED IN

ACCORDANCE WITH NASC TG4:11

PLAN VIEW

1

750 APOLLO X BEAMS 2 LINES OFF

LACED AT 1.2M CENTERS TOP

CHORD AND 2.4M ON THE BOTTOM

CHORD SECTION / KNEE BRACED AT

ALL POINTS OF LOADING AND PLAN

BRACED EVERY 2.4M ON THE TOP

THIRD OF THE TOP BOOM AT THE

SAME SPACING AS THE MAIN

SCAFFOLD, SUPPLEMENTARY

COUPLINGS TO BE USED ALL

COUPLINGS CLASS B DOUBLE

COUPLINGS.

SUPPORTING

STANDARD WITH

LACING TUBE FITTED

TO UNDERSIDE OF

BEAM AND FITTED WITH

SUPPLEMENTARY

COUPLING TO THE

UNDERSIDE OF THE

LACING TUBE ALL

FITTINGS CLASS B

DOUBLE COUPLINGS.

PUNCHEON FITTED

WITH LACING TUBE TO

UPPER SIDE OF THE

TOP CHORD ALSO

SUPPLEMENTARY

COUPLING FITTED TO

THE UPPER SIDE OF

THE LACING TUBE ALL

FITTINGS CLASS B

DOUBLE COUPLINGS.

2 X 750mm DEEP X 6M

LONG APOLLO BEAMS

SOME LEDGERS AND TRANSOMS OMITTED

FOR CLARITY

1200 Max

GENERAL NOTES:-

Ties

THE LIFT SUPPORTING THE FAN MUST BE TIED

AT ALTERNATE LEDGER BRACED STANDARDS

HEAVY DUTY 12.2KN TIES TO BE USED

CONNECTED TO BOTH INSIDE AND OUTSIDE

STANDARD OR LEDGER WITHIN 300MM FROM

THE NODE POINT. LEDGER BRACED AT

ALTERNATE STANDARDS AND PLAN BRACED

EVERY LIFT.

Fan construction

ALL FITTINGS CLASS B DOUBLE COUPLINGS

SUPPORTED BY PROPPED CANTILEVER

PRINCIPAL TRANSOMS MATCHING THE BAY

SPACING OF THE MAIN SCAFFOLD, THE FAN

MAYBE SUBJECT TO SIGNIFICANT UPLIFT AND

THRUST SO THE RAKERS SHOULD HAVE

SUPPLEMENTARY COUPLERS FITTED TO BOTH

SIDES OF THE MAIN COUPLINGS.

CONNECTED BELOW THE INNER LEDGER AND

ABOVE THE OUTER LEDGER OF THE MAIN

SCAFFOLD WITH RIGHT ANGLE COUPLERS

BUTTING OFF THE EXISTING STRUCTURE.

SUPPORTED BY RAKING PROPS CONNECTED TO

THE LIFT BELOW OR BY RAKING HANGERS

CONNECTED TO THE LIFT ABOVE AT THE BAY

SPACING OF THE MAIN SCAFFOLD.

DECKED WITH 38MM THICK TIMBER SCAFFOLD

BOARDS, CLOSE BOARDED AND RESTRAINED

FROM LIFTING OFF.

DECKING SUPPORTED BY INTERMEDIATE

TRANSOMS WITH A MAXIMUM SPACING OF 1.2M.

TOE BOARDS AND GUARD RAILS MUST REMAIN

IN PLACE AT THE LIFT SUPPORTING THE FAN.

FURTHER DETAILS ON THE FITTING AND

TESTING OF SCAFFOLDING TIES CAN BE FOUND

IN THE OPERATIONAL GUIDE OF NASC TG20:13

SCAFFOLD TUBES TO BE BUTTED OFF THE

EXISTING STRUCTURE AND TIED AT THE LIFT

THE FAN IS FITTED, ADDITIONAL LINES OF TIES

MAY BE REQUIRED

SOME LEDGERS AND TRANSOMS OMITTED

FOR CLARITY

1300

MAXIMUM 6 BOARDS WIDE ON 1 LEVEL ONLY

2500250025002500250025002500250025002500

2500

2500

2500

2500

1800

1800 2500

5600

2500

2500

25002500

25002500

1300180013001300130018001300 1800

Max 2000

PROTECTION FAN ERECTED TO BOTH

ELEVATIONS MAX 6 BOARDS WIDE

PROTECTION FAN ERECTED TO BOTH

ELEVATIONS MAX 6 BOARDS WIDE

STAIR ACCESS LOCATED AS PER SITE

REQUEST ADDITIONAL ACCESS TO BE

AGREED ON SITE

STAIR ACCESS LOCATED AS PER SITE

REQUEST ADDITIONAL ACCESS TO BE

AGREED ON SITE

WEST REGENT STREET ELEVATION

2

PITT STREET ELEVATION

3

FAN DETAIL

4

BRIDGED ACCESS OVER

CANOPY

ADDITIONAL TIE FITTED

TO THE CENTER OF THE

BEAM

SUPPORT SCAFFOLD AT EACH SIDE

OF THE SCAFFOLD BRIDGE TO BE

BRACED IN ALL DIRECTIONS ( ALL 4

SIDES), ADDITIONAL STANDARD TO

BE FITTED WITHIN 150MM TO

SUPPLEMENT THE EXISTING

STANDARD AND SHOULD BE LEDGER

BRACED TO THE FULL HEIGHT OF

THE SCAFFOLD BRIDGE WITH LOAD

BEARING COUPLERS

HEAVY DUTY TIES 12.2KN ALL OTHER

ELEVATIONS IF NOT SHOWN SHOULD BE

MEDIUM DUTY TIES AND TIED TO THE

CUPLOK MANUAL

BOARDS REMOVED FOR CLARITY

ALL CORNERS RETURNED WITH RETURN

TRANSOMS OR UNDER SLUNG TUBE WITH

BAND & PLATE AT EVERY LIFT