1. 6
S1-204
(7 No.Equal Treads)
1575
(8No.EqualRisers)
1452
225x10 MS Plate
Stringers
900
A3
A4
11
200200
200
(7 No.Equal Treads)
1826
200
FFL 0.000
Existing Floor Level
432
FFL 1.422
New Grating Level
9000
1800 1800 1800 1800 1800 1800 1800 1800 1800 1800
TS-02
TS-02
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01
TS-01 TS-01
TS-01
TS-01
TS-01
TS-01
9000
250
250
250
25
25
225
225
182182
25
RSA 40x40x3
Treads:
FLOWFORGE
225
460
7
S1-204
120x220 Steel Angle 120x220 Steel Angle
1452
100x10mm Thk. Steel plate
100mm MS Plate
connected to New
Gantry Beam
120x120x10 Steel Angle
UB178x102x19
1100
EQUALRISERS
Rungs: 20mm Ø bars
DESCRIPTION :
PROJECT :
PROJECT NO :
SCALE :
DRAWING No : REVISION :
R E G I S T E R E D I N E N G L A N D : C O M P A N Y R E G. N o. 7 0 8 3 2 9 9
ARC MC
M I S S I O N C R I T I C A L
140-142 St.John Street, London EC1V 4UB T 020 34112571
ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN
CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF ARC:MC LIMITED AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT.
DO NOT SCALE FROM DRAWINGS. ALL DISCREPANCIES TO BE REPORTED TO ARC:MC
LIMITED IMMEDIATELY. ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO ANY
WORKS COMMENCING ON SITE.
FOR TENDER
NOTES : CLIENT :PROJECT TEAM : KEY / LOCATION PLAN :
As indicated @ A1
#
Barclays 5NC, SW Roof Structure Upgrade
Barclays 5 North Colonnade
L.3025.06
Stair & Truss Details
S1-204
REV. DATE ISSUE BY CH
# 23/08/2016 Issue for Tender AG EU
1 : 20
Section 1 - New Stair
1
1 : 20
Detail 1 - New Stair
2
3D View of Stairs
3
1 : 50
Elevation on Truss
4
1 : 10
Typical Stair Detail
6
TRUSS TYPE 1 Steel
Member Size
TS-01 SHS100x100x5.0 TRUSS1
TS-02 SHS180x180x8.0 TRUSS1
- This drawings must be read in conjunction with the drawing N. S0-100
This drawings must be read in conjunction with the
drawing N. S1-601
Column & Beam Schedules
1 : 10
Plan on Ladder
5
1 : 10
Detail-7.Elevation on Ladder
7
- This drawings must be read in conjunction with the drawing N. S0-100.
Connections TBA Connections TBA