2 F
GENERAL NOTES:
1O
SSL - Structural Slab Level CFFL - Constructed Finish Floor Level (excluding finishes eg:carpet or tiles) AFFL - Actual Finish Floor Level (including finishes eg:carpet or tiles) All dimensions are in millimetres unless otherwise noted.
AC
SH EE T
Dimensions are to the centre of structural walls and stud walls. All dimensions are to be checked on site. Structural Design: For design & setting out of all structural elements i.e. Foundations, ground & transfer slabs, columns, beams, shaft walls and slab penetrations etc. are to be taken from the Structural Engineer's drawings & working details. Services Design: For setting out of incoming & outgoing services i.e. SVPs, Gas, Water and Electrical Intakes and Telecoms etc. refer to M&E Engineers & Structural Engineers drawings & working details. This drawing must be read in conjunction with all relevant Specification documents.
N
+32.365 SSL
AD
+32.365 SSL
BLOCK J CORE 3 KEY PLAN 1:500
MAOV 01 WITHIN SHAFT
Specific drawing information can be found under the following drawing series:Site Information 27935-02 Plans 27935-03 Sections 27935-04 Elevations 27935-05 27935-20 Structure Plans External Wall Details 27935-21 Internal Wall Details 27935-22 Balcony & Terrace Details 27935-21 & 36 Stair Details 27935-24 Windows 27935-31 Door Types & Details 27935-32 Floor Details 27935-33 Finishes 27935-40 Lift Setting-out & Services 27935-50 Signage 27935-71 Kitchens 27935-73 Bathrooms 27935-74 External Works 27935-90 LEGEND: Detail Reference
Section Reference Refers to Drawing Series & Drawing Number
04-001
21-001
A-A
01 Refers to Section Reference
A-A
04
Refers to Detail Reference
General Arrangement Floor Plan Notes: MJ = Movement Joint SJ = Soft Joint Refer to Optimisation & 40 series drawings for additional symbol definitions.
Alumasc Harmer Two-Way Rainwater Outlet
250 x 200 Aperture for Alumasc Harmer Balcony Outlet
200 x 200 Aperture for RWP/SVP
A-A
11
RWP/SVP above to be offset Floor Gully Location
32.365 SSL +
Concrete Beam above or other where specified on the drawing.
AE
Blockwork Brickwork. Stone
+32.365 SSL
Note Abseil Drop Eyebolts setting out: 250mm from inside of RC upstand 01
01
+32.365 SSL
+32.365 SSL +32.429 SSL
32.365 SSL + +32.365 SSL
NOTE:- SSL LEVELS INDICTED. FOR ROOF FFL ADD 120MM INSULATION 01
Brise Soleil in roof overhang with 200 mm ppc alumium blades. Colour RAL 7015
Fall 01
01
03
01 01 Fall +32.455 SSL
32.455 SSL +
+32.455 SSL
+32.473 SSL
150 wide x height varies conc. upstand
150 wide x height varies conc. upstand
Glazed Rooflight
150 wide x height varies conc. upstand
3 deg
Glazed Rooflight
MAOV 02 +32.440 SSL
+32.455 SSL
Glazed Rooflight
32.365 SSL +
150 wide x height varies conc. upstand
3 deg
+32.455 SSL
3 deg
Fall
REV
Brise Soleil in roof overhang with 200 mm ppc alumium blades. Colour RAL 7015
Etched glass enclosure 1.5m height to MAOV equipment. Dimensions to be checked on site prior to manufacturing.
CONTINUED ON SHEET 2 OF 2 - Dwg no.: 27935-A03-J2-3-028
Fall
FOR CONSTRUCTION
32.365 SSL +
+32.365 SSL
DATE
+32.365 SSL
01
Fall
INITIAL
DESCRIPTION
3 Weybridge Business Park Addlestone Road Weybridge, Surrey KT15 2BW
+32.365 SSL
T: +44 (0)1932 845 599 F: +44 (0)1932 856 206 E:
[email protected] London/Madrid/Lisbon/Warsaw/ Abu Dhabi/Dubai/Singapore/ Shanghai/Manchester/Birmingham/ Edinburgh/Liverpool/Reading/ Weybridge
+32.365 SSL
www.BroadwayMalyan.com
32.365 SSL +
+32.365 SSL ST.GEORGE CENTRAL LONDON LTD. ST.GEORGE HOUSE 17-19 IMPERIAL ROAD FULHAM SW6 2AN TELEPHONE:020 7471 4444 FAX:020 7471 4440
CHELSEA CREEK BLOCK J2 CORE 3
C-C
104
105
08
07
106
107
06
108
109
GENERAL ARRANGEMENT ROOF PLAN SHEET 1 of 2 1:50 @ A0
RR
27935-A-03-J2-3-027
19/11/10 08
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