TROUBADOUR MERIDIAN WATER STUDIOS
WE HAVE THE ANSWER TO LONDON ’S
SHORTAGE OF STUDIOS
Excellent transport
links. Within the M25
Fully flexible spaces with over 25,000 Sq Ft of
workshop space
Over 105,000 Sq Ft built by 2023
Introducing an exciting new purpose built studio complex ideal for TV and Film shoots.
The studios are located on a 155,073 ft2 plot in Enfield, North London, offering extensive space for workshops, offices, parking and load ins. The site offers excellent transport links being just off the North Circular and is in striking distance from all major London airports.
The soundproofed studios are fully flexible and adaptable with excellent weight bearing capabilities, making them ideal for hire within the film industry.
Troubadour Meridian Water Studios
Extensive parking available
Fully Flexible state-of-the-art space with excellent weight and load bearing capabilities.Adaptable seating system for live audiences.
On site furnished production offices and dressingrooms equipped with WC and shower facilities.
Dimensions 20,921 ft2 / 56 x 38.5m.Internal height 19m - Ground floor truss - meaning you can rig and hang at any point.
Large dock door for Artics access and good ground floor loading capabilities.
Insulation and sound proof properties available upon request.
Stage 1
Troubadour Stage 1 - Floor Plan
Rev Date Details
Issued for Approval
29-07-20Moxon Way, Moor Lane Trading EstateSherburn-in-Elmet, Leeds, LS25 6ES
Tel: +44 (0)800 078 7916Email: [email protected]
Client:
Title:
Sheet:
Paper Size: Drawn By: Filename:
Scale: Sheet Number: Version: Ver Date:
TROUBADOUR-ENFIELD-MEGA-V1.6G
Troubadour
EnfieldMega Structure
PLAN-GRID
V1.6G
A3
1:200
RR
-
General NotesBasis of DesignThis has been prepared from information supplied to us by, or on behalf of the thecontractor, who should check that his requirements have been correctly interpretedand that all loadings, dimensions, lift heights, bay sizes, erection / striking sequencesetc. are as required and practicable.
Imposed LoadsThe contractor is to ensure that the existing structure, it's fabric and / or the ground willsafely support the extra imposed loads; or supply new.Maximum calculated tie load: See notesMaximum calculated leg load: See notes
Loadings AllowedThe contractor must ensure that all loading(s) allowed for is sufficient.Live loads: See notes
Wind loading: As BSEN1991-1-4Maximum number of boarded levels:
Shoring WorkWe can not and will not pass comment on the structure being shored, as this involvesmatters beyond our control and knowledge. It is the contractors responsibility toensure that the existing structure will safely span between our supports, and can besafely shored in the way indicated.
FoundationsThe contractor must prepare all foundations prior to erection.
Temporary RoofsNo temporary roof can be made watertight.Loadings: Snow loading assessed using BS6399 Part 3, unless the contractor adoptsa snow management system.
MaterialsAll scaffolding materials forming this structure are to comply, and be constructed inaccordance with BS1139 and TG20:13 (current editions).
ModificationNo alteration is to be made to the structure detailed on this drawing without priorwritten permission from Acorn Events Structures Ltd.
PropertyThis drawing is confidential and the exclusive property of Acorn Events Structures Ltd.No unauthorized use, copy or disclosure is to be made, and is to be returned onrequest.
DimensionsWritten dimensions shall take precedence over scaled dimensions. The contractormust verify all site dimensions and notify of any discrepancies prior to erection.
PermitsThe contractor must obtain all permits and permissions prior to erection.
Construction Notes1) All ladder beams and/or unit beams are to be tied together at 1200 centres on topcord and 2400 centres on bottom chord, with the top chord plan braced, unless statedotherwise.2) Unless otherwise noted all lifts other than boarded platform levels are to beconstructed using load bearing couplers.3) All general construction is to be in accordance with TG20:13 unless notedotherwise.4) Main contractor to undertake all making good where necessary.5) Main contractor to provide and maintain adequate tie positions.6) No sheering, wind protection of fans to be added to this structure without priorwritten permission from Acorn Events Structures Ltd.
! DESIGN BASED RESIDUAL HAZARD !
Design based hazards actively eliminated wherepossible in the design process. Where hazardscannot be eliminated, this symbol on the drawingwith an attached note means.1: Design based hazards exist within this proposal.2: Action is required by the person supervising thework to manage the design hazards duringconstruction.In accordance with THE SCAFFOLD CONTRACTORSProcedures. The PERSON SUPERVISING theconstruction MUST CONTACT the design officeBEFORE WORK COMMENCES for CLARIFICATIONof the identified hazards.
! PROPOSAL APPROVAL !CUSTOMER TO:
A- Approve layout prior to any erection.B- Ensure structure is capable of withstanding
all loads imposed from scaffold.
2072 41442072 4144 2072 41442072 4144 2072 41442072 4144 2072 41442072 4144 2072
58016
2072
2572
2572
2572
2572
2572
2572
2572
2072
2072
2572
2572
2572
2572
2572
2572
2572
4281738673
6216
55944
6216 6216 6216 6216 6216 6216 6216
4144 2072
6216
16000 10000 16000
7000
7000
7000
7000
Rev Date Details
Issued for Approval
26-08-20Moxon Way, Moor Lane Trading EstateSherburn-in-Elmet, Leeds, LS25 6ES
Tel: +44 (0)800 078 7916Email: [email protected]
Client:
Title:
Sheet:
Paper Size: Drawn By: Filename:
Scale: Sheet Number: Version: Ver Date:
TROUBADOUR-ENFIELD-MEGA-V1.6G
Troubadour
EnfieldMega Structure
CROSS-SECTION
V1.6G
A3
1:150
IP
-
General NotesBasis of DesignThis has been prepared from information supplied to us by, or on behalf of the thecontractor, who should check that his requirements have been correctly interpretedand that all loadings, dimensions, lift heights, bay sizes, erection / striking sequencesetc. are as required and practicable.
Imposed LoadsThe contractor is to ensure that the existing structure, it's fabric and / or the ground willsafely support the extra imposed loads; or supply new.Maximum calculated tie load: See notesMaximum calculated leg load: See notes
Loadings AllowedThe contractor must ensure that all loading(s) allowed for is sufficient.Live loads: See notes
Wind loading: As BSEN1991-1-4Maximum number of boarded levels:
Shoring WorkWe can not and will not pass comment on the structure being shored, as this involvesmatters beyond our control and knowledge. It is the contractors responsibility toensure that the existing structure will safely span between our supports, and can besafely shored in the way indicated.
FoundationsThe contractor must prepare all foundations prior to erection.
Temporary RoofsNo temporary roof can be made watertight.Loadings: Snow loading assessed using BS6399 Part 3, unless the contractor adoptsa snow management system.
MaterialsAll scaffolding materials forming this structure are to comply, and be constructed inaccordance with BS1139 and TG20:13 (current editions).
ModificationNo alteration is to be made to the structure detailed on this drawing without priorwritten permission from Acorn Events Structures Ltd.
PropertyThis drawing is confidential and the exclusive property of Acorn Events Structures Ltd.No unauthorized use, copy or disclosure is to be made, and is to be returned onrequest.
DimensionsWritten dimensions shall take precedence over scaled dimensions. The contractormust verify all site dimensions and notify of any discrepancies prior to erection.
PermitsThe contractor must obtain all permits and permissions prior to erection.
Construction Notes1) All ladder beams and/or unit beams are to be tied together at 1200 centres on topcord and 2400 centres on bottom chord, with the top chord plan braced, unless statedotherwise.2) Unless otherwise noted all lifts other than boarded platform levels are to beconstructed using load bearing couplers.3) All general construction is to be in accordance with TG20:13 unless notedotherwise.4) Main contractor to undertake all making good where necessary.5) Main contractor to provide and maintain adequate tie positions.6) No sheering, wind protection of fans to be added to this structure without priorwritten permission from Acorn Events Structures Ltd.
! DESIGN BASED RESIDUAL HAZARD !
Design based hazards actively eliminated wherepossible in the design process. Where hazardscannot be eliminated, this symbol on the drawingwith an attached note means.1: Design based hazards exist within this proposal.2: Action is required by the person supervising thework to manage the design hazards duringconstruction.In accordance with THE SCAFFOLD CONTRACTORSProcedures. The PERSON SUPERVISING theconstruction MUST CONTACT the design officeBEFORE WORK COMMENCES for CLARIFICATIONof the identified hazards.
! PROPOSAL APPROVAL !CUSTOMER TO:
A- Approve layout prior to any erection.B- Ensure structure is capable of withstanding
all loads imposed from scaffold.
RevDateDetails
Issued for Approval
26-08-20Moxon Way, Moor Lane Trading Estate
Sherburn-in-Elmet, Leeds, LS25 6ESTel: +44 (0)800 078 7916
Email: [email protected]
Client:
Title:
Sheet:
Paper Size:Drawn By:Filename:
Scale:Sheet Number:Version:Ver Date:
TROUBADOUR-ENFIELD-MEGA-V1.6G
Troubadour
EnfieldMega Structure
CROSS-SECTION
V1.6G
A3
1:150
IP
-
General NotesBasis of DesignThis has been prepared from information supplied to us by, or on behalf of the thecontractor, who should check that his requirements have been correctly interpretedand that all loadings, dimensions, lift heights, bay sizes, erection / striking sequencesetc. are as required and practicable.
Imposed LoadsThe contractor is to ensure that the existing structure, it's fabric and / or the ground willsafely support the extra imposed loads; or supply new.Maximum calculated tie load: See notesMaximum calculated leg load: See notes
Loadings AllowedThe contractor must ensure that all loading(s) allowed for is sufficient.Live loads: See notes
Wind loading: As BSEN1991-1-4Maximum number of boarded levels:
Shoring WorkWe can not and will not pass comment on the structure being shored, as this involvesmatters beyond our control and knowledge. It is the contractors responsibility toensure that the existing structure will safely span between our supports, and can besafely shored in the way indicated.
FoundationsThe contractor must prepare all foundations prior to erection.
Temporary RoofsNo temporary roof can be made watertight.Loadings: Snow loading assessed using BS6399 Part 3, unless the contractor adoptsa snow management system.
MaterialsAll scaffolding materials forming this structure are to comply, and be constructed inaccordance with BS1139 and TG20:13 (current editions).
ModificationNo alteration is to be made to the structure detailed on this drawing without priorwritten permission from Acorn Events Structures Ltd.
PropertyThis drawing is confidential and the exclusive property of Acorn Events Structures Ltd.No unauthorized use, copy or disclosure is to be made, and is to be returned onrequest.
DimensionsWritten dimensions shall take precedence over scaled dimensions. The contractormust verify all site dimensions and notify of any discrepancies prior to erection.
PermitsThe contractor must obtain all permits and permissions prior to erection.
Construction Notes1) All ladder beams and/or unit beams are to be tied together at 1200 centres on topcord and 2400 centres on bottom chord, with the top chord plan braced, unless statedotherwise.2) Unless otherwise noted all lifts other than boarded platform levels are to beconstructed using load bearing couplers.3) All general construction is to be in accordance with TG20:13 unless notedotherwise.4) Main contractor to undertake all making good where necessary.5) Main contractor to provide and maintain adequate tie positions.6) No sheering, wind protection of fans to be added to this structure without priorwritten permission from Acorn Events Structures Ltd.
! DESIGN BASED RESIDUAL HAZARD !
Design based hazards actively eliminated wherepossible in the design process. Where hazardscannot be eliminated, this symbol on the drawingwith an attached note means.1: Design based hazards exist within this proposal.2: Action is required by the person supervising thework to manage the design hazards duringconstruction.In accordance with THE SCAFFOLD CONTRACTORSProcedures. The PERSON SUPERVISING theconstruction MUST CONTACT the design officeBEFORE WORK COMMENCES for CLARIFICATIONof the identified hazards.
! PROPOSAL APPROVAL !CUSTOMER TO:
A- Approve layout prior to any erection.B- Ensure structure is capable of withstanding
all loads imposed from scaffold.
Fully Flexible state-of-the-art space with excellent weight and load bearing capabilities.Adaptable seating system for live audiences.
On site furnished production offices and dressingrooms equipped with WC and shower facilities.
Dimensions 11,216 ft2 / 43 x 24mInternal height 17m - Ground floor truss - meaning you can rig and hang at any point.
Highly effective insulation and sound proof properties. Fitted with removable acoustic black drapes.
Large dock door for Artics access and good ground floor loading capabilities.
Stage 2
Troubadour Stage 2- Floor Plan
Fully Flexible state-of-the-art space with excellent weight and load bearing capabilities.Adaptable seating system for live audiences.
On site furnished production offices and dressingrooms equipped with WC and shower facilities.
Dimensions 8,213 ft2 / 35 x 21m.Internal height 14m - Ground floor truss - meaning you can rig and hang at any point.
Highly effective insulation and sound proof properties. Fitted with removable acoustic black drapes.
Large dock door for Artics access and good ground floor loading capabilities.
Stage 3
Troubadour Stage 3 - Floor Plan
ProductionHub
Large, modern and versatile open plan offices with canal views.
Stylish shared cafe and dinning space to unwind and relax.
Fully equipped private meeting room available to book in advance.
Production Hub Elevations & Plans
NOTES:REVISIONS:CLIENT
JOB
TITLE
SCALE
JOB NO.
REVISIONS
DATE
© COPYRIGHT HAWKES 2020
DRAWN BY
CHECKED BY
1014
OH
1:100 @ A3
Ground Floor Plan
Enfield Theatre
Troubadour Theatres LTD
06/09/2020
OH
HawkesPHONE: 07921 866561 [email protected] 41b FOXBERRY ROAD, LONDON SE4 2SR
All drawings within this package are the copyright of Hawkes . They may not be copied or disclosed to any third party for any purpose except as authorised in writing by Hawkes.Do not scale from these drawings. Figured dimensions only are to be used. All critical dimensions are to be checked on site before work proceeds. If in doubt ask.All drawings are to be read in conjunction with all other relevant consultants and/or specialists drawings or documents.Inconsistencies, errors and omissions found within or between Hawkes documents (and also in relation to other consultants/specialists documents) are to be notified immediately to Hawkes.
DRWG. NO.
SK - SketchA - ApprovalT - TenderC - Construction
BSTATUS: B100
01. Drawings indicate design intent only. The executive architect/contractor & relevant consultants & /or sub-contractors to ensure all current building regulations, standards, & other statutory requirements, codes of practice and landlord requirements are implemented with design development & construction.
02. All dimensions to be checked on site. The executive architect/contractor is to produce full set out drawings prior to construction for Hawkes approval.
03. Read in conjunction with Finishes, Joinery, Fixtures and Prototype Schedules if supplied, which supersedes any notes contained within this drawing. Any discrepancies to be reported immediately prior to finishes being applied.
04. Contractor to supply control samples of all finishes prior to procurement/construction for Hawkes approval.
05. Executive architect/Contractor to ensure all materials are fit for purpose and comply to regulation, and ensure all finishes achieve any requirements in terms of fire regulations and surface spread of flame.
06. Refer to Lighting Designers info for all lighting layouts & specifications.
07. Refer to Mechanical & Electrical (M&E) consultant’s info for fire safety and M&E layouts & specifications.
08. The executive architect/contractor is to satisfy themselves with regards to the structural stability of all design intent information.
09. Executive architect/contractor to confirm that any installation/construction is suitable for existing floor and wall loadings prior to construction .
10. The executive architect/contractor is to agree any variations with the architect/client prior to construction or procurement of any materials/manufacture.
11. All glazing specifications and structure to be to specialist contractor’s details. Shop drawings to be produced for Hawkes approval.
2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072500500
36224
500
2072
2072
2072
500
7216
1572
2572
1572
1572 1572
6216
8110 646 10215 6463645 36458110
Meeting Room
Servery
Unisex toilet
AccessibleWC
Utility/ Cleaners
20ft container with 2 sink feeds and provision for coffee machine, inclucding power and water. Internal specification to be completed by Troubadour Theaters LTD
Entrance door to be specified byAcorn
Fire escape door Fire escape door
Window, forspecification seeAcorn drawings
Window, forspecification seeAcorn drawings
Window, forspecification seeAcorn drawings
B Plan flip 16.11.20
NOTES:REVISIONS:CLIENT
JOB
TITLE
SCALE
JOB NO.
REVISIONS
DATE
© COPYRIGHT HAWKES 2020
DRAWN BY
CHECKED BY
1014
OH
1:100 @ A3
Internal Elevations C-D
Enfield Theatre
Troubadour Theatres LTD
06/09/2020
OH
PHONE: 07921 866561 [email protected] 41b FOXBERRY ROAD, LONDON SE4 2SRAll drawings within this package are the copyright of Hawkes . They may not be copied or disclosed to any third party for any purpose except as authorised in writing by Hawkes.Do not scale from these drawings. Figured dimensions only are to be used. All critical dimensions are to be checked on site before work proceeds. If in doubt ask.All drawings are to be read in conjunction with all other relevant consultants and/or specialists drawings or documents.Inconsistencies, errors and omissions found within or between Hawkes documents (and also in relation to other consultants/specialists documents) are to be notified immediately to Hawkes.
DRWG. NO.
SK - SketchA - ApprovalT - TenderC - Construction
TSTATUS:
T
202
01. Drawings indicate design intent only. The executive architect/contractor & relevant consultants & /or sub-contractors to ensure all current building regulations, standards, & other statutory requirements, codes of practice and landlord requirements are implemented with design development & construction.
02. All dimensions to be checked on site. The executive architect/contractor is to produce full set out drawings prior to construction for Hawkes approval.
03. Read in conjunction with Finishes, Joinery, Fixtures and Prototype Schedules if supplied, which supersedes any notes contained within this drawing. Any discrepancies to be reported immediately prior to finishes being applied.
04. Contractor to supply control samples of all finishes prior to procurement/construction for Hawkes approval.
05. Executive architect/Contractor to ensure all materials are fit for purpose and comply to regulation, and ensure all finishes achieve any requirements in terms of fire regulations and surface spread of flame.
06. Refer to Lighting Designers info for all lighting layouts & specifications.
07. Refer to Mechanical & Electrical (M&E) consultant’s info for fire safety and M&E layouts & specifications.
08. The executive architect/contractor is to satisfy themselves with regards to the structural stability of all design intent information.
09. Executive architect/contractor to confirm that any installation/construction is suitable for existing floor and wall loadings prior to construction .
10. The executive architect/contractor is to agree any variations with the architect/client prior to construction or procurement of any materials/manufacture.
11. All glazing specifications and structure to be to specialist contractor’s details. Shop drawings to be produced for Hawkes approval.
2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072
7982
2000
2000
2000
2000
36740+2000
WC
Elevation CScale: 1:100
1
2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072500500
36224
500
2072
2072
2072
500
7216
1572
2572
1572
1572 1572
Site PlanScale: 1:200
3
7000
Gro
und
Floo
r
Elevation DScale: 1:100
2
C
A
BD
Gold paintedstaircase with
contrasting nosing
Datum painted to matchRAL 5005; Suggested,
Dulux Sapphire Spring 3Hanging lights with redbraided cabling
Walls to be painted to matchRAL Cool Grey 1C
suggested; Dulux Pearl grey
Steel Mesh panelwith shelf, Clear
laquered
Wall & ceiling painted tomatch RAL 1788 C
Clear finished oak 2''square battens on
splitbatten
Datum and square 2''battens painted tomatch RAL 1788 C, similar to 'Flame Red'
leather as supplied for furniture
Bass finish board fixed tocontainer
Clear finished oak 2''square battens on
splitbatten
Datum and doorpainted to match
RAL 1788 C,similar to 'FlameRed' leather as
supplied forfurniture
Datum and door paintedto match RAL 5005;Suggested, DuluxSapphire Spring 3
NOTES:REVISIONS:CLIENT
JOB
TITLE
SCALE
JOB NO.
REVISIONS
DATE
© COPYRIGHT HAWKES 2020
DRAWN BY
CHECKED BY
1014
OH
1:100 @ A3
Internal Elevations A-B
Enfield Theatre
Troubadour Theatres LTD
06/09/2020
OH
PHONE: 07921 866561 [email protected] 41b FOXBERRY ROAD, LONDON SE4 2SRAll drawings within this package are the copyright of Hawkes . They may not be copied or disclosed to any third party for any purpose except as authorised in writing by Hawkes.Do not scale from these drawings. Figured dimensions only are to be used. All critical dimensions are to be checked on site before work proceeds. If in doubt ask.All drawings are to be read in conjunction with all other relevant consultants and/or specialists drawings or documents.Inconsistencies, errors and omissions found within or between Hawkes documents (and also in relation to other consultants/specialists documents) are to be notified immediately to Hawkes.
DRWG. NO.
SK - SketchA - ApprovalT - TenderC - Construction
TSTATUS:
T
201
01. Drawings indicate design intent only. The executive architect/contractor & relevant consultants & /or sub-contractors to ensure all current building regulations, standards, & other statutory requirements, codes of practice and landlord requirements are implemented with design development & construction.
02. All dimensions to be checked on site. The executive architect/contractor is to produce full set out drawings prior to construction for Hawkes approval.
03. Read in conjunction with Finishes, Joinery, Fixtures and Prototype Schedules if supplied, which supersedes any notes contained within this drawing. Any discrepancies to be reported immediately prior to finishes being applied.
04. Contractor to supply control samples of all finishes prior to procurement/construction for Hawkes approval.
05. Executive architect/Contractor to ensure all materials are fit for purpose and comply to regulation, and ensure all finishes achieve any requirements in terms of fire regulations and surface spread of flame.
06. Refer to Lighting Designers info for all lighting layouts & specifications.
07. Refer to Mechanical & Electrical (M&E) consultant’s info for fire safety and M&E layouts & specifications.
08. The executive architect/contractor is to satisfy themselves with regards to the structural stability of all design intent information.
09. Executive architect/contractor to confirm that any installation/construction is suitable for existing floor and wall loadings prior to construction .
10. The executive architect/contractor is to agree any variations with the architect/client prior to construction or procurement of any materials/manufacture.
11. All glazing specifications and structure to be to specialist contractor’s details. Shop drawings to be produced for Hawkes approval.
2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072
8482
2000
2000
2000
2000
36740
Fire Escape
Elevation AScale: 1:100
1
2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072 2072500500
36224
500
2072
2072
2072
500
7216
1572
2572
1572
1572 1572
Site PlanScale: 1:200
3
Gold paintedstaircase with
contrasting nosing
A
6216
7000
Elevation BScale: 1:100
2
C
A
BD
Container to be oainted tomatch RAL 7016, suggested
Dulux Charcoal Drift
Datum painted to match RAL5005; Suggested, Dulux
Sapphire Spring 3
Hanging lights with redbraided cabling Walls to be painted to match
RAL Cool Grey 1Csuggested; Dulux Pearl grey
Steel Mesh panel withshelf, Clear laquered
Walls & ceiling painted tomatch RAL 1788 C
WindowA1 Framed
theatrical /filmposters.
1572
2572
1572
2
NOTES:REVISIONS:CLIENT
JOB
TITLE
SCALE
JOB NO.
REVISIONS
DATE
© COPYRIGHT HAWKES 2020
DRAWN BY
CHECKED BY
1014
OH
1:100 @ A3
First Floor Plan M&E Plan
Enfield Theatre
Troubadour Theatres LTD
06/09/2020
OH
HawkesPHONE: 07921 866561 [email protected] 41b FOXBERRY ROAD, LONDON SE4 2SR
All drawings within this package are the copyright of Hawkes . They may not be copied or disclosed to any third party for any purpose except as authorised in writing by Hawkes.Do not scale from these drawings. Figured dimensions only are to be used. All critical dimensions are to be checked on site before work proceeds. If in doubt ask.All drawings are to be read in conjunction with all other relevant consultants and/or specialists drawings or documents.Inconsistencies, errors and omissions found within or between Hawkes documents (and also in relation to other consultants/specialists documents) are to be notified immediately to Hawkes.
DRWG. NO.
SK - SketchA - ApprovalT - TenderC - Construction
BSTATUS: B105
01. Drawings indicate design intent only. The executive architect/contractor & relevant consultants & /or sub-contractors to ensure all current building regulations, standards, & other statutory requirements, codes of practice and landlord requirements are implemented with design development & construction.
02. All dimensions to be checked on site. The executive architect/contractor is to produce full set out drawings prior to construction for Hawkes approval.
03. Read in conjunction with Finishes, Joinery, Fixtures and Prototype Schedules if supplied, which supersedes any notes contained within this drawing. Any discrepancies to be reported immediately prior to finishes being applied.
04. Contractor to supply control samples of all finishes prior to procurement/construction for Hawkes approval.
05. Executive architect/Contractor to ensure all materials are fit for purpose and comply to regulation, and ensure all finishes achieve any requirements in terms of fire regulations and surface spread of flame.
06. Refer to Lighting Designers info for all lighting layouts & specifications.
07. Refer to Mechanical & Electrical (M&E) consultant’s info for fire safety and M&E layouts & specifications.
08. The executive architect/contractor is to satisfy themselves with regards to the structural stability of all design intent information.
09. Executive architect/contractor to confirm that any installation/construction is suitable for existing floor and wall loadings prior to construction .
10. The executive architect/contractor is to agree any variations with the architect/client prior to construction or procurement of any materials/manufacture.
11. All glazing specifications and structure to be to specialist contractor’s details. Shop drawings to be produced for Hawkes approval.
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
2 2
2
4
2
+2000
+2000 +2000 +2000 +2000 +2000
Double socket CAT 5 outlet
13A Twin switched socket outlet mounted 150mm above FFL
13A Fused spur mounted 150mm above FFL
22
+2000
Power:
Spot light
Large pendant, from above WCT bar
Hanging bulb on red cord from WCT
Lights:
22
32A single phase socket
+2000Fused spur 2200mm off FFL for electrical heaters
Emergence Exit Light
Troubadour Meridian Water Studios - Offices
GROUND FLOOR
FIRST FLOOR
SECOND FLOOR
BOH2 - 1 BOH2 - 2 BOH2 - 3 BOH2 - 4 BOH2 - 5 BOH2 - 6
BOH2 - 7 BOH2 - 8 BOH2 - 9 BOH2 - 10 BOH2 - 11 BOH2 - 12
BOH2 - 13 BOH2 - 14 BOH2 - 15 BOH2 - 16 BOH2 - 17 BOH2 - 18
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
DO NOT SCALE FROM DRAWING
IF IN DOUBT ASK
Product Ref.
Drg No.
TitleIss. Date Mod No. Wharfside Container Park Irlam Wharf Road Irlam Manchester M44 5FZ Tel: 08450 500 330 Tel: 0161 775 3217 Web: www.universal-containers.com
Scale
Unit
Sheet Number
Drawn
Checked
Approved
Date
QMSF21 Iss2
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
VIA
TIO
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RO
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HIS
DR
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RE
QU
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S W
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TEN
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PR
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IS T
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ON
TAIN
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RV
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MU
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AS
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ITH
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MIS
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U N I V E R S A LCONTAINER SERVICES LTD
BOH2 Containers - Version 6###
###
###
##########
####20ft Container Conversion
BOH2 - Overall Viewmm
All Internal Doors are 30inch wideunless noted otherwise
Ground Floor
First Floor
Second Floor
External Stairs required this side to access First floorSee View A drawing for detail
External Stairs required this side toaccess Second floor
View A
GROUND FLOOR
FIRST FLOOR
SECOND FLOOR
East Offices West Offices
Previous Industry Clients
Phase 1:January 2021
• Stage 1: 20,921 Sq. Ft.
• Stage 2: 11,216 Sq. Ft.
• Stage 3: 8,213 Sq. Ft.
• Work Shops x 5.
• Offices & Dressing
Rooms
Phase 2:January 2023
• Stage 4: 40,000 Sq. Ft.
• Stage 5: 20,000 Sq. Ft.
• Stage 6: 20,000 Sq. Ft.
• Work Shops x 2.
• Offices 3,500 Sq. Ft.
Troubadour Meridian Water Studios will consist of a complex of 5 purpose built studios including, office and storage facilities. The project will be broken into 2 phases:
Troubadour Meridian Water Studios Full Scheme
Troubadour Meridian Water Studios - Site Plan
6m
6m
WorkshopOne
PropStoreOneSTAGE ONE
STAGE TWO
STAGE THREE
Substation
MeridianWater StudiosPHASE ONE
S
D
R
rev
1.1000@A3
09 july 2020
MWS1_
Block-Plan
003 _Block-Plan
PRE PLANNING
0844 815 4865
28/07/2020GG
01/08/2020HH
02/08/2020II
0 10 20 30 40 50
Substation
1
2
3
GATEA
GATEC
GATEB
3
2
1 Backlot West Offices
Backlot Hub
Backlot East Officesinc Security Office
Security/Entrance
Troubadour Meridian Water Studios - Site Plan (Phase 1)
Security / Entrance
West Offices
Production Hub
East Offices
For further information or to arrangea viewing please contact:
We look forward to hearing from you.
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