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6 S1-204 (7 No.Equal Treads) 1575 (8 No.Equal Risers) 1452 225x10 MS Plate Stringers 900 A3 A4 1 1 200 200 200 (7 No.Equal Treads) 1826 200 FFL 0.000 Existing Floor Level 4 3 2 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 25 225 225 182 182 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 EQUAL RISERS 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 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF ARC: MC LIMITED AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT.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

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6S1-204

(7 No.Equal Treads)

1575

(8 N

o.Eq

ual R

iser

1452

225x10 MS PlateStringers

900

200200

200

(7 No.Equal Treads)

1826

200

FFL 0.000Existing Floor Level

432

FFL 1.422New Grating Level

9000

1800 1800 1800 1800 1800 1800 1800 1800 1800 1800

TS-02

TS-0

TS-01TS-01

TS-01 TS-01TS-01

TS-01TS-01

TS-01

9000

250

25025

225

182182

RSA 40x40x3

Treads:FLOWFORGE

225

460

S1-204

120x220 Steel Angle 120x220 Steel Angle

1452

100x10mm Thk. Steel plate

100mm MS Plateconnected to NewGantry Beam

120x120x10 Steel Angle

UB178x102x19

1100

EQU

AL RISER

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 MCM 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

DO NOT SCALE FROM DRAWINGS. ALL DISCREPANCIES TO BE REPORTED TO ARC:MCLIMITED IMMEDIATELY. ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO ANYWORKS 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 Stair1

1 : 20