T a r m
1
2
3
4
5
X
6
7
8
9
10
14
15
11
UNIT 4B TENANT TBC 368.2sqm
3963sqf
11
1 2 x 1 6 5 x 2 5 0
1 3 2 4 7 8 6
10
5
2
FE STAIR 1
LIFT 2(2150w1850d)
U N IT
HGV HARD STANDING
UNIT 4D FLUE
ENTRANCE COURTYARD
UNIT 4C
450x450
UNIT 4A SEATING
26.470
26.860
26.880
26.880
26.880
10 BICYCLE SPACES
EXTRACT DUCT H.L.
VENTILATION LOUVRES (MIN.
UNIT 4A PLANT
FOR CO2 PIPEWORK
U N IT
4 C E
E A T IN
4
C W
7
CW00.03
2
3
2
1
2
3
6 0 6 0
t a t io
b a s e
LE V - 03
· UNIT 4B N/A
· UNIT 4D N/A
· UNIT 4B 368.2m² / 3963 ft²
· UNIT 4C 417.7m² / 4497 ft²
· UNIT 4D 308.1m² / 3316 ft²
GND FLOOR AREA SCHEDULE:
General Notes
This drawing shall not be scaled. All dimensions are in mm unless otherwise stated.
All dimensions shall be checked on site prior to commencing the works and errors and omissions to be reported to the architects.
All works shall conform to the current edition of the building regulations and other statutory requirements.
All materials and workmanship shall conform with the relavent British Standard
specifications and codes of practice.
If this drawing forms part of an application for planning application on behalf
of the applicant named below, it shall not be used for any other purpose
without the express permission of Mountford Pigott LLP.
This drawing may incorporate information from other professionals. Mountford
Pigott LLP cannot accept responsibility for the integrity and accuracy of such information. Any clarification and/or additions that are required appertaining to
such information should be sought from the relevant profession or their appointment representative as listed below.
LIST OF INFORMANTS :
ISSUE STATUS
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Architecture
Masterplanning
Design
© Mountford Pigott LLP 2012 Reproduction in whole or in part by any means is prohibited without the prior
permission of Mountford Pigott LLP.
GENERAL NOTES
· These drawings are to be read in conjunction with the employer's
requirements & design specification and all other relevant consultants' drawings
· Compatibility of DPC materials must be checked with the architect prior to
procurement and/or site usage
· All products specified on this drawing must be installed in accordance with
the manufacturers' instructions, relevant british and european standards codes of practice and relevant bba certificates
MOUNTFORD PIGOTT LLP CONSTRUCTION STATEMENT
· Should the contractor wish to vary the specification of products and/or components or their equivalent etc., from those indicated by the Design Team,
specific approval from the appropriate Design Team member must be obtained.
DRAWING, SPECIFICATION & SCHEDULE CO-ORDINATION NOTES:-
Drawings, specifications and schedules are to be read in conjunction with the
following where applicable: -
c) Structural Engineer's drawings and specifications d)Civil Engineer's drawings and specifications.
e)Survey drawings
contractor
h) Other specialist design sub-contractor's requirements as appointed by the contractor
i) Steel sub-contractor is to check with cladding sub-contractor to ensure all
necessary steelwork has been provided and located as required for the full completion of both sub-contracts
j) The Contractor will have the final responsibility for ensuring the interface requirements of the design sub-contractors is fully accounted for in his tender
k) The Contractor will be responsible for procuring the sub-contractors' design
(or sub-contractors' information) in sufficient time to allow the Design Team to co-ordinate their works into the scheme within the production information programme.
l) Contractors proposals.
CONTINUITY OF INSULATION AND SEALED BUILDING
The design and installation of all elements and components must ensure that there are no thermal bridges caused by gaps within and between elements of construction, and that the completed building will achieve an
air leakage rate in accordance with the requirements of the SBEM
calculations or requirements of tenants, whichever is more onerous. The main contractor and specialist subcontractors will be responsible for
ensuring all installations meet these requirements within the elements of construction for which they are responsible and at junctions with adjoining
elements of construction.
MS TS 1:100 @ A1 30.09.14
INFORMANT 1 INFORMANT 2 INFORMANT 3 INFORMANT 4 INFORMANT 5
BRN MPI A31 BK4 GA GND (1253)0100 Z
GUTTERS, DOWNPIPES AND ROOF OUTLETS
WHERE SHOWN ARE INDICATIVE ONLY AND
SUBJECT TO DETAIL DESIGN
DESIGN OF GUTTERS, OUTLETS &
ROOFING SUB-CONTRACTOR, IN
SYSTEMS THE DESIGN SHOULD ALSO BE IN
ACCORDANCE WITH BS 8490:2007 AND
DESIGNED & INSTALLED IN ACCORDANCE
SIPHONIC ROOF DRAINAGE ASSOCIATION.
SCHEDULE
RWPs TO BE ADVISED AT THE EARLIEST
OPPORTUNITY. FLOW RATES MUST BE
CONFIRMED BY THE DESIGN
ENSURE THAT THE ABOVE AND BELOW
GROUND DRAINAGE IS COORDINATED.
RAINWATER DRAINAGE CALCULATIONS TO
BUILDING CONTROL
12056-3:2000
PROVIDED AT LOW LEVEL
DRAINAGE INDICATIVE ONLY. FINAL DESIGN BY SPECIALIST. VENTING OF FOUL
DRAINAGE WHICH IS NOT SHOWN TO BE DESIGNED BY SPECIALIST.
RAINWATER DRAINAGE DESIGN
KEY:
SVP TBC - SOIL VENT PIPE - POSITION TBC SVP HL - SOIL VENT PIPE @ HIGH LEVEL
SVP - SOIL VENT PIPE DP - DOWN PIPE
RWO - RAIN WATER OUTLET RWP - RAIN WATER PIPE
RWP HL - RAIN WATER PIPE @ HIGH LEVEL RWO HL - RAIN WATER OUTLET @ HIGH LEVEL
G - GULLY G HL - GULLY @ HIGH LEVEL
BLOCK 5
BLOCK 3
LEGEND:
FIRE SHUTTERS/CURTAINS BY TENANT
FINAL CONSTRUCTION ISSUE THIS DRAWING HAS BEEN REVISED WITH AMENDMENTS ADVISED BY THE MAIN
CONTRACTOR AND CONFIRMATION FROM THEM THAT ALL OTHER ASPECTS OF THE BUILDING HAVE BEEN CONSTRUCTED FULLY
IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS CONTAINED HEREIN. MPLLP CANNOT BE HELD RESPONSIBLE
WHERE THEIR DESIGN INTENT HAS NOT BEEN FOLLOWED WITHOUT PRIOR NOTIFICATION OF ANY CHANGES
FOR ALL DETAILS OF ALL SPECIALIST ELEMENTS OF CONSTRUCTION REFER TO
RELEVANT SUBCONTRACTOR'S DRAWING
FINAL CONSTRUCTION ISSUE 09.03.17 DAC TS Y
FIRE SHUTTER FS00.01 REMOVED 27.03.17 HR TS Z
A S -B
U IL T