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Printed 11/04/2024 RBG Ltd9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Programmed By Bill Abbott, RBG Scaffold Design Engineer Page 1 of 9
OFFSHORE LABOUR NORM :- SCAFFOLD NO. :- 0
Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 M x No. : 0 0.0 Total M Sheeting : (^0) 0.0 (^0) M2 Inc.10.0% 0 0 M 0 0 Hrs Per Tonne M 0 0 Off M 0 0 0 Off (Req'd For Overside) M 0 0 ENTER % Off ENTER % Off 0 NO. x WORKING HRS/DAY : Hrs ONSHORE Kn/M2 0.0 0 0 OFFSHORE 0 0 0 0 MAX. BAY LENGTH : 0.00 M, As Calcs 0 0 0 0 0 RBG 0.00 0 0. 0 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0 0.00 0.0% 0 0 0 0.0 0.0% 0. 0 0.00 0.0% 0.0 0 0 0.0 0. 0 0.00 0.0% 0 0 0 0. 0 0.00 0.0% 0.0 0 0 Shell 0.00 0.00 0 0.
LIVE LOAD 0
No. Lift 0 OVERALL 0 1 SIDE HEIGHT 0 2 SIDES 0.00 0. 0 M 0 Offshore, 3 Course Rails 0 0 0 0 0.75 MAX. 0. 1.5 LIFT HEIGHT 0 2 0. 3 M
CONCEPTUAL SKETCH OF
INDEPENDENT SCAFFOLD
Not To Scale OVERALL LENGTH
MAX. M 0 BAY LENGTH WIDTH 0. 0.00 M M 0 0 0 0 0.00 0 NOTE : 1 Off Bay @ 0.00 M 2 x Inter. Transoms @ Max.Centres 0.00 Suggested Bay Length & No. M (^) 1 Off Bays @ 0.00 M MATERIAL TAKE-OFF #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.0 M 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0.0 0. 0 0 0
ON / OFFSHORE :
REQUEST BY : M x No. :
SCAFFOLD LOCATION : SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL HEIGHT : CARRY TIME : OVERALL LENGTH : NO. x SCAFFOLDERS : WIDTH (Max. 2.349M) : No. x Safety Watch : MAX. LIFT HEIGHT : INCREASED DIFFICULTY % : BOARDED LIFTS : INCREASED MAT'L FACTOR % : MAX. WORKING LIFTS : RAILS : SIDES : LIVE-LOAD :
BOARDED LIFTS &
Kn/M
SEE
NOTE
Printed 11/04/2024 RBG Ltd 9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Programmed By Bill Abbott, RBG Scaffold Design Engineer Page 2 of 9
0 LABOUR NORM :- 0 SCAFFOLD NO. :-
0 Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 M x No. : 0 0.0 Total M Sheeting : 0 M2 Inc.10.0% 0 0 0.0 M 0 0 0.0 Hrs Per Tonne 0.00 M 0 0 0 Off 0.00 M 0 0 0 Off (Req'd For Overside) 0.00 M 0 0 0% ENTER % 0.000 M^ 0 0 0% ENTER % 0.00 Off 0.00 NO. x WORKING HRS/DAY : 0 Hrs 0.00 Off 0 0.00 Kn/M2 0.0 0 0 0 0 0 0 MAX.BAY LENGTH : 0.00 M, As Calcs 0 0 0 0 0 RBG 0.00 8.00 0 0 0. 8 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0 0.00 0.0% 0 0 0 0.0 0.0% 0. 0 0.00 0.0% 0.0 0 0 0.0 0. 0 0.00 0.0% 0 0 0. 0 0.00 0.0% 0.0 0 Shell 0.00 0.00 0 0. BOARDED LIFTS & LIVE LOAD 0 0 0.00 0.0 0 No. Lift 0
0 0 0 0 OVERALL 0 0.75 HEIGHT 0 1.5 0.00 0. 2 M 0 3 0 0 0
MAX. 0 LIFT HEIGHT SEE 0. NOTE M
0
CONCEPTUAL SKETCH OF BIRDCAGE SCAFFOLD Not To Scale
OVERALL LENGTH
MAX. 0. WIDTH MAX. BAY LENGTH 0 0.00 BAY WIDTH 0.00 0 0 0.00 0 M 0.00 M 0 1 Off Bay @ 0.00 M M 0 Suggested Bay Length & No. 1 Off Bays @ 0.00 M NOTE :- 0 2 x Inter. Transoms @ Max.Centres 0.00 0 0 0.00 0 M 1 Off Bay @ 0.00 M Suggested Bay Length & No. MATERIAL TAKE-OFF 1 Off Bays @ 0.00 M #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.0 M 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0.0 0. 0 0 0
ON / OFFSHORE :
REQUEST BY : M x No. : SCAFFOLD LOCATION : SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL HEIGHT : CARRY TIME : OVERALL LENGTH : NO. x SCAFFOLDERS : OVERALL WIDTH : No. x Safety Watch : MAX. LIFT HEIGHT : INCREASED DIFFICULTY % : BAY WIDTH(Max.2.349M): INCREASED MAT'L FACTOR % : BOARDED LIFTS : MAX. WORKING LIFTS : LIVE-LOAD :
Kn/M
OVERALL
Printed 11/04/2024 RBG Ltd.9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Compiled By Bill Abbott, Scaffold Design Engineer, Rigblast Page 4 of 9
0 LABOUR NORM :- 0 SCAFFOLD NO. :-
REQUEST BY : 0 Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 0 0.0 Total M Sheeting : 0 0.0 0 M2 Inc.10.0% 0 0 0.0 M 0 0 0.0 Hrs Per Tonne M 0 0 0 Off 0.0 M 0 0 0 Off (Req'd For Overside) 0.0 Off 0% ENTER % 0.00 Kn/M2 0.0 0 0% ENTER % 0 0 0 NO. x WORKING HRS/DAY : 0 Hrs MAX. BAY LENGTH : 0.00 M, As Calcs 0 0 0 ` 0 0 0 0 0 RBG 0 0 0. 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil
0 0.00 0.0% 0 0 0 0.0 0.0% M
0 0.00 0.0% 0 0^0 0.
0 0.00 0.0% 0.0 0 Shell 0.00 0.0 0 0. BOARDED LIFTS & LIVE LOAD MAX. 0 0.00 0.0 LIFT HEIGHT No. Lift 0 0. NOTE M OUTLINE OF ADJOINING SCAFFOLD, SEPARATE SPREADSHEET TO BE 0 COMPILED FOR ASSOCIATED MATERIAL & MANHOURS 0
2 CONCEPTUAL SKETCH OF 3 CANTILEVER SCAFFOLD Not To Scale WIDTH 0.00 M
OVERALL
LENGTH
MAX. 0.
BAY LENGTH M 0
NOTE : M 0
MAXIMUM TRANSOM CENTRES @ 0.
M 0 Off Bays @ 0.00 M 0 0 0.00 0 0 0 0 0.00 0 MATERIAL TAKE-OFF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0.0 0. 0 0 0
ON / OFFSHORE :
M x No. :
SCAFFOLD LOCATION :
M x No. :
SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL LENGTH : CARRY TIME : WIDTH (Max. 2.349M) : NO. x SCAFFOLDERS : MAX. LIFT HEIGHT : No. x Safety Watch : BOARDED LIFTS : INCREASED DIFFICULTY % : LIVE-LOAD : INCREASED MAT'L FACTOR % :
Kn/M
SEE
NOTE
Printed 11/04/2024 RBG Ltd9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Compiled By Bill Abbott, Rigblast Scaffold Design Engineer Page 5 of 9
0 LABOUR NORM :- 0 SCAFFOLD NO. :-
0 Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 M x No. : 0 0.0 Total M Sheeting : 0 0.0 0 M2 Inc.10.0% 0 0 0.00 M 0 0 0.0 Hrs Per Tonne 0.00 M 0 0 0 Off M 0 0 0 Off (Req'd For Overside) 0.0 M 0 0 0% ENTER % 0.0 Off INCREASED MAT'L FACTOR % : 0% ENTER % 0.0 Off 0 NO. x WORKING HRS/DAY : 0 Hrs 0 0 0.00 Kn/M2 0.0 0 0 0 0 0 0 MAX. BAY LENGTH : 0.00 M, As Calcs 0 0 0 0 0 RBG 0 0 0 0. 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0 0.00 0.0% 0 0 0 0.0 0.0% 0. 0 0.00 0.0% 0.0 0 0 0.0 0. 0 0.00 0.0% 0 0 0. 0 0.00 0.0% 0.0 0 0 Shell 0.00 0.0 0 0 0.
OVERALL 0 LENGTH 0.0 0 0.00 0 OVERALL 0 M DROP 0 1 SIDE 0.00 0. 2 SIDES M 0 0 0 0.75 0 0 1.5 MAX. 0. 2 LIFT HEIGHT 0 3 0. M 0 0
No. Lift LIVE LOAD CONCEPTUAL SKETCH OF 0.00 INDEPENDENT HANGER SCAFFOLD Not To Scale
0 MAX. WIDTH BAY LENGTH 0.00 M 0. M 0 0 NOTE : 0 0 0.00 0 MAXIMUM TRANSOM CENTRES @ 0.00 0 0 0.00 0 M 0 MATERIAL TAKE-OFF 0 0 0.00 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.0 M 0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0.0 0. 0 0 0 0
ON / OFFSHORE :
REQUEST BY : M x No. :
SCAFFOLD LOCATION : SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL DROP : CARRY TIME : OVERALL LENGTH : NO. x SCAFFOLDERS : WIDTH (Max. 2.349M) : No. x Safety Watch : MAX. LIFT HEIGHT : INCREASED DIFFICULTY % : BOARDED LIFTS : MAX. WORKING LIFTS : RAILS : SIDES : LIVE-LOAD :
BOARDED LIFTS
SEE
NOTE
Kn/M
Printed 11/04/2024 RBG Ltd.9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Compiled by Bill Abbott, Rigblast Scaffold Design Engineer Page 7 of 9
0 LABOUR NORM :- 0 SCAFFOLD NO. :-
0 Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 M x No. : 0 0.0 Total M Sheeting : (^) 0 0.0 (^0) M2 Inc.10.0% 0 0 0.0 M 0 0 0.0 Hrs Per Tonne M 0 0 0 Off 0.0 M 0 0 0 Off (Req'd For Overside) 0.0 Off 0% ENTER % 0.0 Off 0 INCREASED MAT'L FACTOR % : 0% ENTER % Kn/M2 0.0 0 NO. x WORKING HRS/DAY : 0 Hrs
MAX.BAY LENGTH : 0.00 M, As Calcs 0 0 0 0 0 0 0 M 0 0 0. 0 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0 0.00 0.0% 0 0 0 0.0 0.0% 0. 0 0.00 0.0% 0.0 0 0 0.0 0. 0 0.00 0.0% 0 0 0. 0 0.00 0.0% 0.0 0 Shell 0.00 0.0 0 0 0. 0 0.
0 OVERALL 0 HEIGHT 0 0.00 0 M 0. (^0) 0 0.75 0 0 1.5 0 2 0. 3 0 MAX. LIFT HEIGHT 0 0. No. Lift M LIVE LOAD 0.00 0
0
OVERALL LENGTH
WIDTH 0.
0.00 M M 0
NOTE CONCEPTUAL SKETCH OF
TOWER SCAFFOLD
NOTE : Not To Scale 0 0.00 0 0 MATERIAL TAKE-OFF 0 SCAFFOLD TUBES 4 Ft 3 Ft 0 0 0 0 0 0 0 6 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SCAFFOLD LADDERS 21 Ft 0.0 0 1 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0
ON / OFFSHORE :
REQUEST BY : M x No. :
SCAFFOLD LOCATION : SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL DROP : CARRY TIME : WIDTH (Max. 2.349M) : NO. x SCAFFOLDERS : MAX. LIFT HEIGHT : No. x Safety Watch : BOARDED LIFTS : INCREASED DIFFICULTY % : MAX. WORKING LIFTS : LIVE-LOAD :
BOARDED LIFTS
Kn/M
OVERALL
SEE
MAXIMUM TRANSOM CENTRES @
M
Printed 11/04/2024 RBG Ltd9ffo1jzecm-b0b615bc-3cac-4a90-8ec3-a23b39a025f5-8766.xls
Page 8 of 9
0 LABOUR NORM :- 0 SCAFFOLD NO. :-
0 Aluminium Beams : 0.0 0 0.0 Total M Additional Beams : 0.0 M x No. : 0 0.0 Total M Sheeting : (^0) 0.0 (^0) M2 Inc.10.0% 0 0 0.0 M 0 0 0.0 Hrs Per Tonne 0 0 0 0 Off 0.0 M 0 0 0 Off (Req'd For Overside) 0.0 Off 0% ENTER % 0.00 Kn/M2 0.0 0 INCREASED MAT'L FACTOR % : 0% ENTER % 0 0 0 NO. x WORKING HRS/DAY : 0 Hrs MAX.BAY LENGTH :- 0.00 M, As Calcs 0 0 0 0 0 0 0 0 RBG 0 0 0. 0 0 0.00 0 0.00 0. 0 0 0 0 0 0. 0 0.00 0.0% 0 0 0 0.0 0.0% Mobil 0 0.00 0.0% 0 0 0 0.0 0.0% 0 0.00 0 0. 0 0.00 0.0% 0 0 0. 0 0.00 0.0% 0.0 0 Shell 0.00 0.0 0 0. CONCEPTUAL SKETCH OF SCAFFOLDING NOTE Not To Scale OUTLINE OF ADJOINING SCAFFOLD, SEPARATE SPREADSHEET TO BE COMPILED FOR ASSOCIATED MATERIAL & MANHOURS MAX. 0 LIFT HEIGHT 0.75 (^) 0. 1.5 M 2 0. 3 0
BOARDED LIFTS & LIVE LOAD
CONCEPTUAL SKETCH OF No. Lift CANTILEVER HANGER SCAFFOLD 0. Not To Scale 0
OVERALL
MAX. BAY LENGTH LENGTH
WIDTH 0.00 0.0^ 0.00^ 0.
0.00 0 M M
0 Off Bays @ 0.00 M 0 0 0.00 0 NOTE : 0 MAXIMUM TRANSOM CENTRES @ 0.00 0.00 0 0 0.00 0 MATERIAL TAKE-OFF M Ft #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 0 0 0 0
ON / OFFSHORE :
REQUEST BY : M x No. :
SCAFFOLD LOCATION : SCAFFOLD DETAILS OPERATIONAL DETAILS OVERALL LENGTH : CARRY TIME : WIDTH (Max. 2.349M) : NO. x SCAFFOLDERS : MAX. LIFT HEIGHT : No. x Safety Watch : BOARDED LIFTS : INCREASED DIFFICULTY % : LIVE-LOAD :
Kn/M
SEE
NOTE
