Ashley Morris Portfolio by Ashley Morris

AshleyMorris. P o r t f o l i o

Waitrose. Milngavie Working within a small team, consisting of myself and a senior architectural technologist, we received a project at planning stage from Waitrose, a Ma jor UK Supermarket after receiving land in Milngavie, Scotland. We started to prepare the project for tender in AutoCAD however after training in Revit I requested the stage be done in the software. Bringing the project into Revit allowed us to detect difficult aspects of the build and resolve them quickly through using a central model. This was a collaboration with structural engineers and multiple consultants at once. Being the lead for modelling in Revit I was able to create a lot of the crucial components in the build including Revit Families, now used throughout future Waitrose projects. I worked on the project for 2 years and it was completed in June 2015.

     

Parapet 44.452 m

   

H    

     

  

  

 







  

 





FFL

37.600 m



  







  

    

  





1 : 100

  



    

   

    

      

Parapet 44.452 m



 







FFL

37.600 m

  



 



 1 : 100

1 Parapet 44.452 m

     

     

   

   

  

  

  







FFL





 

37.600 m

 

  





 



 





 

  

 

 

 









 

  

1 : 100

   

   

Parapet 44.452 m

      

20/05/15

Drawing status amended to Record Drawings from Construction, sprinkler tank ladder position amended and glazing amended to suit sub-contractors drawings, trolley bays and cycle stands have moved position.

AJM

G F

01/04/15 16/03/15

Entrance Doors width and height amended Signage stubs amended and removed to suit integrity's comments

AJM AJM

IR IR

06/03/15 02/03/15 27/02/15

Signage Stubs amended to suit integritys setting AJM out Signage stub dimensions added from grid AJM Glazing set out amended to suit fit-out architects AJM requirements.

D C B

23/12/14

BOH window system detail added and render section removed. External door 06 (Detail K) has been adjusted and dimensions added for cladding setting out.

AJM

10/12/14

Annotation added and render section added at AJM the request of Waitrose.



Rev Project Title

Retail Development (Waitrose)

37.600 m

Drawing status amended to construction from building warrant

AJM

Description

Rev By

Chk'd

Drawing Title

Elevations

Job-Dwg No

12874 - 411

 1 : 100



 

Rev

On behalf of

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

  

13/08/14

Date

Main Street, Milngavie, Glasgow, G62 6JN

FFL

IR IR

Client

Town Centre Securities

Status

Record Drawings

Scale

Drawn By

1 : 100 IR

Drawing Size

Checked By

AJM

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809 THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A1 Date

OCT/13

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

 

Parapet 44.452 m

  

  

Parapet 44.452 m A

                

     

  

         

        

      

   

   

   

                

Canopy Entrance 41.340 m A

   

        

      

     

    

     

          

         

  

    

  

37.600 m

     

       



 1 : 20

    

    

FFL

         

 

   



     



 



  































    

    

 





 

    

   

FFL

 

37.600 m

    

 





   

  

15/05/15

Sheathing board amended to siniat and annotation amended and removed.

AJM

13/02/15

Sheathing board replaced by OSB with breather AJM membrane added and scissor lift pit amended to suit sub-contractors standard details with dimension added from outerleaf.

27/01/15

Scissor lift position amended to suit AJM sub-contractors standard details and service yard bollards added.

21/01/15

Dock Bumpers and dimensions added and wall build-up above 3.6m amended to suit contractor's requirements.

AJM

E D C B

13/01/15 19/12/14 15/12/14 02/12/14

Dimensions (in red) added to edge of materials Dimensions and notes added Duraline layer added to BOH perimeter wall. Detail notes amended, removed and added, stud wall build up amended with blockwork plinth added and U-Value table has been added.

AJM AJM AJM AJM

IR IR IR IR

12/11/14

AJM Drawings amended to include revised levels, amended drainage to siphonic, wall build up amended and gas ventilation system added with build up and slab size amended according to structural engineer's details.

Date

Description

Chk'd

1 : 20 Rev Project Title

Retail Development (Waitrose)

Rev By

Drawing Title

Sections (Sheet 3)

Job-Dwg No

12874 - 428

Main Street, Milngavie, Glasgow, G62 6JN

Rev

On behalf of

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072 Client

Town Centre Securities

Status

Record Drawings

Scale

As indicated

Drawn By

AJM

Checked By

Drawing Size

A1 Date

OCT/13

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

K 2

2   

  

Parapet 44.452 m A

Parapet 44.452 m

  

                

  

  

     

  

     

     

Canopy Front 42.080 m

  

Canopy Front 42.080 m

            

  





 

 



 



 

 

 





    

  







        

  



   

  

  

        



   

    

  

  



   



 

     

  

 

  

  

FFL

    

4 432



 

    



 1 : 20

 

    

   



37.600 m





















  





      

  

FFL







 

    







  

37.600 m







37.600 m



FFL

 



 1 : 20

15/04/15

Studwork Plinth amended as advised by contractor and sheathing board amended to siniat and annotation added/removed

AJM

G F

19/03/15 13/02/15

Annotation Added Block / Brickwork setout dims added and sheathing board replaced by OSB with breather membrane added.

AJM AJM

IR IR

27/01/15

Call out of perimeter DPC detail added, Resysta support system added to sub-contractors details and dimensions added.

AJM

D C B

13/01/15 19/12/14 02/12/14

Dimensions (in red) added to edge of materials AJM Dimensions and notes added AJM Detail notes amended, removed and added, AJM stud wall build up amended with blockwork plinth added and U-Value table has been added.

IR IR IR

12/11/14

Description

Chk'd

  Rev Project Title

Retail Development (Waitrose)

Date

Rev By

Drawing Title

Sections (Sheet 7)

Job-Dwg No

12874 - 432

Main Street, Milngavie, Glasgow, G62 6JN

Rev

On behalf of

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072 Client

Town Centre Securities

Status

Record Drawings

Scale

As indicated

Drawn By

AJM

Checked By

Drawing Size

A1 Date

OCT/13

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

K 2

2   

Parapet 44.452 m

   

     

  

              

         

     

Canopy Front 42.080 m



 

    

Canopy Entrance 41.340 m





  

 

   



   



   

  

    



    

  

  

 



FFL



37.600 m



 1 : 20

   

 

  

  

    



   

37.600 m

     

 

 



 

 

 

 



   

  







FFL









  

 

  





 

  



 1 : 20

 























Client

Town Centre Securities





Status

Record Drawings





Scale

As indicated

Drawn By

AJM

15/04/15

Studwork Plinth amended as advised by contractor and sheathing board amended to siniat and annotation added/removed

AJM

G F

19/03/15 13/02/15

Annotation Added Block / Brickwork setout dims added and sheathing board replaced by OSB with breather membrane added.

AJM AJM

IR IR

27/01/15

D C B

13/01/15 19/12/14 02/12/14

Resysta support system added to sub-contractors AJM details and dimensions added. Dimensions (in red) added to edge of materials AJM Dimensions and notes added AJM Detail notes amended, removed and added, AJM stud wall build up amended with blockwork plinth added and U-Value table has been added.

12/11/14

Description

Chk'd

Rev Project Title

Retail Development (Waitrose)

Date

Rev By

Drawing Title

Sections (Sheet 8)

Job-Dwg No

12874 - 433

Main Street, Milngavie, Glasgow, G62 6JN

IR IR IR

Rev

On behalf of

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

Checked By

Drawing Size

A1 Date

OCT/13

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

Parapet 44.452 m

   

    

    

           

            



Canopy Front 42.080 m

   

     

   

    

Canopy Entrance 41.340 m 

  

   

  

         

    



FFL

 

37.600 m







1 : 20

Parapet 44.452 m



    

      

      

           

 

Canopy Entrance 41.340 m A

  



    





          





          

FFL

   





37.600 m

Retail Development (Waitrose) Main Street, Milngavie, Glasgow, G62 6JN

 1 : 20

13/05/15

20/01/15 19/01/15 06/01/15 10/12/14

Drawing status amended to Record Drawings from Construction Drawing rearranged and dimensions added. Dimension added for fabricator Indicative steel lines added to show fabricators Indicative Steel Removed due to Issue by Fairhurst

AJM

E D C B

AJM AJM AJM AJM

IR IR IR IR

21/11/14

More detail and notes added, entrance pod roof and indicative steelwork amended.

AJM

13/08/14

Drawing status amended to construction from building warrant

AJM

Date

Description

Rev By

Rev Project Title



Client

Town Centre Securities

Status

Record Drawings

Scale

Drawn By This drawing is copyright and may not be reproduced in whole or part without written authority. Do not scale off this drawing.

1 : 20 AJM

Drawing Size

Checked By

IR IR

Chk'd By

Drawing Title

Entrance Pod Details

Job-Dwg No

12874 - 437 On behalf Fof Rev

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072 THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809 THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A0 Date

OCT/13

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

sports direct. liverpool This project was passed onto me at the construction stage of the process to try and spread the workload throughout the company. As I received it at a late stage, the project was drawn up in AutoCAD and the structural frame was already being erected, therefore I was simply job running working alongside the main contractor to get the job complete. I worked on this project for around 4 months of my time at The Harris Partnership, working alongside other projects to get the project completed in September 2014.

B J 05

3000

Stair 2

800

verti cal bracing

140

7595 215mm wide blockwork centred on gridline

300 from grid

285

B security shutters

Note Text Scale 1:100

Titles Text Scale 1:100

C 2167 vertical bracing

192

95 from grid

E 140

Goods Lift

300 from grid Service Riser 03 (for GF)

140 215mm wide blockwork centred on gridline

140

300 from grid 1047

verti cal bracing

3000 169

Lobby

Structural door opening TBC to comply with fire regs.

2055

Stair 3

1810

3000

Proposed Riser 04

215mm wide blockwork centred on gridline

150

1810 140

858

346

Feature flashings to be fitted before blockwork. Blockwork to be built up to flashings not behind.

1360

997

7595

security shutters

484 from grid

764

140

VIEW A - Proposed South Elevation Facing Customer Car Park 1:200

Goods In (Lift access to FF level)

2965

549 from grid

2585

vertical bracing

Main Entrance to Gym Brick plinth to full perimeter of building, to be Baggeridge brick K20165 Staffordshire smooth blue.

verti cal bracing

02a

01a

Passenger Lift

Escalator Circulation Core G1

Unit 1 Entrance to Gym at 1st Floor

securit y shut t ers

01 Trespa Meteon exterior cladding, 300mm depth at different lengths of up to 3m. Colour to be 3 different shades of grey with infrequent random red and blue panels (invisible fixing detail to be incorporated).

GYM Cladding to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

08a

09a

140

verti cal bracing

securit y shut t ers

140

securit y shut t ers

J Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

08 143 from grid

Stair 1

Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

155

HPS200 steel trapezoidal roof panel system, Kingspan 120mmTh KS1000 RW Ecosafe, colour Albatross.

235

2055

3345

140

404 from grid

03a

03b

04a

143 from grid

security shutters

G 346 from grid

Structural door opening TBC to comply with fire regs.

Unit 1 Entrance to Retail Store 3212

A Existing retaining wall

Main Entrance to Sports Direct Retail Unit

Service Riser 02 (for FF)

1360

Lobby

Proposed Riser 01

858

verti cal bracing

215mm wide blockwork centred on gridline

140

Full height glazing system to be Kawneer AA 100 SSG system (Structural Silicone Glazed)

Fire Exit Doors

346 from grid

RWP

150 1810

security shutters

SIGN (3)

Feature fins - Trespa Meteon exterior cladding system, 1.2m module. Colour Black (invisible fixing detail to be incorporated).

GYM

SIGN (4)

First Floor Level +7.5m (6.5m floor to ceiling at ground)

02a

998

2055

Recessed feature cladding band at high level to be Euroclad Rainscreen Sinusoidal half round metal profile system, recessed horizontally laid, horizontal profile - colour Black.

GYM

01a

Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

Haunch +11.1m (3.6m clear to haunch)

Cladding to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

01 501

155

vertical bracing

Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

Full height glazing system to be Kawneer AA 100 SSG system (Structural Silicone Glazed)

Recessed feature cladding band at high level to be Euroclad Rainscreen Sinusoidal half round metal profile system, recessed horizontally laid, horizontal profile - colour Black.

1810

1035

Trespa Meteon exterior cladding, 300mm depth at different lengths of up to 3m. Colour to be 3 different shades of grey with infrequent random red and blue panels (invisible fixing detail to be incorporated).

security shutters

285

A HPS200 steel trapezoidal roof panel system, Kingspan 120mmTh KS1000 RW Ecosafe, colour Albatross.

04b

05a

Elevation Key Plan (NTS)

Recessed feature cladding band at high level to be Euroclad Rainscreen Sinusoidal half round metal profile system, recessed horizontally laid, horizontal profile - colour Black.

Cladding to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

Perimeter Fencing

Service Yard

VIEW B - Proposed West Elevation Facing Railway 1:200

External Material Schedule :

HPS200 steel trapezoidal roof panel system, Kingspan 120mmTh KS1000 RW Ecosafe, colour Albatross.

Expanded metal mesh system to front of cladding system, fixed back to curved steel framework projecting from building line with plastic flexi face signage area contained within.

Element

Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

Haunch +11.1m (3.6m clear to haunch)

GYM

First Floor Level +7.5m (6.5m floor to ceiling at ground)

Recessed feature cladding band at high level to be Euroclad Rainscreen Sinusoidal half round metal profile system, recessed horizontally laid, horizontal profile - colour Black.

Cladding to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

Description

Colours

Wall Cladding:

Europanel extra composite micro-rib cladding panel. Prisma micro-

Metallic silver

High Level Cladding: 2No Feature Fins:

rib finish. Recessed EuroClad rainscreen sinusoidal half round metal profile. Trespa Meteon exterior cladding system with invisible fixing detail.

Black Black

2No Feature Walls and 1No Feature Fin:

Trespa Meteon exterior cladding system with invisible fixing detail.

Main Roof:

HPS200 Kingspan KS1000 RW EcoSafe composite cladding.

Cobalt Blue Passion Red Urban Grey Steel Grey Mid Grey Albatross

Eaves Flashing/ gutter:

Steel with PVDF finish.

Metallic silver

Brickwork Plinth:

Baggeridge Brick K20165.

Staffordshire Smooth blue

Fire Escape from Circulation Core beyond

Goods In (Lift access to FF level)

Fire Exit Doors

Goods In Delivery vehicles to be able to access Goods Lift externally during out of hours trading. External door type and size TBC.

Glazing/ Ent. Doors: Service Doors:

Kawneer AA 100 SSG system (Structural Silicone Glazed). Steel faced doors with insulated core - Polyester Powder coated.

Anthracite Anthracite

Feature Mesh:

Eye Tech expanded aluminum etched mesh with anodized finish.

Silver

C 08.09.14

AJM

30.07.14 Location Plan Updated

AJM

09.05.14 View A - Look-alike locations updated to

SMW

match glazing dwg (rev A). Front facade finished ground levels raised to line through with entrance levels. Feature fin bases updated to suit raised levels. View B - Building protection bollards indicated either end of building. View C - Footpath omitted adjacent service road. Building protection bollard indicated at corner. Ground levels adjacent circulation core FE raised to tie in with front facade. View D - Grid updated to latest GA. Finished ground levels raised to tie in with front facade. Look-alike panel indicated. Further details added to materials schedule. Latest GA plan added.

VIEW C - Proposed North Elevation Facing Service Yard 1:200

Cladding (rear of signage feature) to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

HPS200 steel trapezoidal roof panel system, Kingspan 120mmTh KS1000 RW Ecosafe, colour Albatross.

03a

GYM

Haunch +11.1m (3.6m clear to haunch)

05a

08a

09a

SIGN (3)

Line of Ormskirk Road (dashed)

Service Yard

Expanded metal mesh system to front of cladding system, fixed back to curved steel framework projecting from building line with plastic flexi face signage area contained within.

VIEW D - Proposed East Elevation Facing Ormskirk Road 1:200

Rev Date

Description

Project Title

Proposed Retail Development

Rev By

Chk'd By

Ormskirt Road Aintree Sefton

Cladding to be insulated composite panels laid horizontally in 1.2m high modules, to be Eurobond 150mmTh 'Europanel Extra', Prisma micro-rib finish, colour metallic silver.

Full height glazing system to be Kawneer AA 100 SSG system (Structural Silicone Glazed)

J:\9001-10000\9616\17.0 Drawings and Issue Sheets\400 Series - Construction

SIGN (4)

GYM

Feature fins - Trespa Meteon exterior cladding system, 1.2m module. Colour Black (invisible fixing detail to be incorporated).

CAD file reference

04b

Trespa Meteon exterior cladding, 300mm depth at different lengths of up to 3m. Colour to be 3 different shades of grey with infrequent red and blue panels (invisible fixing detail to be incorporated).

Flashing to eaves and cladding to be steel with PVDF finish, colour metallic silver.

First Floor Level +7.5m (6.5m floor to ceiling at ground)

04a

Drawing status amended to Record (As Built).

Client

SportsDirect

Status

RECORD

Scale

1:200

Drawn By

SMW

Drawing Title

Proposed Unit 1 Elevations

Job-Dwg No

9616-407

Indicative Landscaping (By others)

Drawing Size

Checked By

PRW

A1 Date

03/14

Rev

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

On behalf of

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722 THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

PIR Insulation board.

Factory made membrane lined gutter with PIR Insulation to 0.25W/m2K U value. Include for weir overflows as required. Size dependant on drainage sytem and no. of drops - to specialists design and detail.

02a

08a

ROOF CONSTRUCTION : Main roof to be constructed from Kingspan 120 mm thk KS1000 RW Ecosafe - composite steel trapezoidal roof panel system with 25 year guarantee. The panel comprising of 0.5mm thick HPS200 coated steel outer sheet, colour: Albatross. 120 mm thk LPCB approved PIR insulation core to the appropriate requirements of LPS 1181 (see paragraph 3.11) and 0.4mm white lining channel coated steel liner panel. All fixed with carbon steel fixings to suitably spaced steel purlins with all external laps sealed in mastic. All exposed fixings to be self coloured to match surface colour. Roofing / cladding sub contractor to include all necessary flashing's etc to penetrations required by fit out works. Overall roof construction to achieve minimum U value as required by SBEM calc's.

2800

2No layers of 12.5mm plaster board to underside of cold rolled beams or timber joist to form capping to Shaft to achieve 1hr fire resistance. Complete with 25mm plywood deck to top and sides of beams/joists.

E G

3600 Floor to U/S of Haunch

Cavity Void

3500

SH 3400

3400

3150 (TBC)

1200

08a

09a

Gym

Lift Shaft

7600

Circulation Core

F H

JN K

Expanded metal mesh system to front of cladding system, fixed back to curved steel framework (to St Eng. design & details) projecting from building line with plastic flexface signage area contained within. Signage sat within mesh void to create 'picture frame' appearance as indicated on THP Dwg No: 9616-430 Signage Details (latest revision).

Fire barriers with 1 Hr FR to external perimeter at each office floor level. Vertical barriers at 20M centres. See THP Fire Strategy dwg for details.

75mm thk (TBC) Sand/ cement screed to first floor, to St Eng. design and details.

1000

1200

Exposed Soffit and supporting steel spray coated - colour white (TBC). Finish to Steelwork to meet the required Fire Rating.

Floor Beam (to St Eng details)

03a

03b

04a

04b

05a

Section Key Plan (NTS) Minimum 'U' Values - Roof: - Walls: - Floors: - Windows, rooflights and curtain walling: - Fire Exit Doors: - High-usage entrance doors: - Roof ventilators (inc. smoke vents): - Air Permeability:

0.18 W/m².K 0.26 W/m².K 0.22 W/m².K 1.80 W/m².K 2.20 W/m².K 3.50 W/m².K 3.50 W/m².K 5m³/(h.m) at 50pa

All structural steel to be 1hr fire protected. All ground / first floor steelwork subject to specialist design and detail.

1200

215

1600

Brick plinth to full perimeter of building, to be Baggeridge brick K20165 Staffordshire smooth blue. DPC at min 150mm above ground level. Step DPC where necessary i.e. at door thresholds. Install proprietary weepholes at max 900 mm crts.

Footpath at higher level beyond to tie in with front facade/ entrance levels.

2. External downpipe locations and sizes TBC by specialist roofing sub-contractor. Positions to be agreed with Tenant prior to design being finalised. 3. All gutters to incorporate weir overflow / outlets, number of outlets required to specialist contractor design and detail.

Fir rated Lintels to lift shaft door openings. Naylor precast prestressed or equal/ similar approved - see St Eng. schedule.

Automated internal Security Roller Shutters integral to structure. To provide protection to glazing along grids 01 and H (see THP elevations). Shutters to specialist contractors design and details.

5. Contractor to ensure all necessary seals / trims / flashing's are provided for air permeability test.

All penetrations fire stopped to current Building Regulations. Note: No internal pier projections permitted. All concealed steelwork within wall cavity to be painted with two full coats of bituminous paint above ground level.

7500 Floor to Floor

Lift Shaft

7500 Floor to Floor SHS supporting Glazing and Roller Shutter in accordance with structural engineers details. Box shutter and supporting steelwork concealed with metal cover - finish/ colour to match curtain walling. NOTE SHS POSITION IN ABEYANCE FOLLOWING RECEIPT OF SPECIALIST CONTRACTORS DETAILS AND SHUTTER BOX SIZE.

215

Circulation Core

Mezzanine floor - by others

08.09.14

Drawing status amended to Record (as Built).

24.07.14

Revision changed due to administration error.

24.04.14 Main steelwork updated to Engineer's dwgs,

bracing indicated. External cladding along grids A and G pulled inboard to suit reduced perimeter steel sizes. Lifts/ sizes updated as per Kone dwgs, note referring to offset beam adjacent passenger lift omitted. Column position to Grids G1/ 03b updated to suit passenger lift size and position. Additional column added to grid 04a as per fabricators dwg, grid references updated. 2No feature columns to grids G/02 & 3 updated to standard UC's - elliptical cladding indicated with FR shutters to rear of glazing. Curtain walling frame depth updated. Toe edge detail and steel amended.

GROUND FLOOR SLAB (CIRCULATION CORE): Insitu reinforced concrete ground floor slab with power float finish suitable for paint finish to Structural Engineer's design and specification, on suitable gauge (BBA approved) membrane/DPM (determined by Eng.) with joints lapped and taped on sand blinding, on 50mm thk Kingspan Thermafloor TF70 (or equal/ similar approved). All on min. 150mm thick consolidated clean hardcore fill to Engineer's specification.

GROUND FLOOR SLAB (MAIN UNIT): Insitu reinforced concrete ground floor slab with power float finish suitable for paint finish to Structural Engineer's design and specification, on suitable gauge (BBA approved) membrane/DPM (determined by Eng.) with joints lapped and taped on a sand blinding. All on min. 150mm thick consolidated clean hardcore fill to Engineer's specification.

KONE - 8 PERSONS PASSENGER LIFT DDA COMPLAINT.

DPM to lap with DPC's to walls and to be installed strictly in accordance with manufacture's instructions. Floor build-up to achieve 0.22 W/m².K U-Value or as required by SBEM calculation.

DPM to lap with DPC's to walls and to be installed strictly in accordance with manufacture's instructions. Floor build-up to achieve 0.22 W/m².K U-Value or as required by SBEM calculation. FSL 16.330

FSL 16.330

1100

J:\9001-10000\9616\17.0 Drawings and Issue Sheets\400 Series - Construction

Foundations beyond (shown dashed).

AJM

SMW

Description

Project Title

Proposed Retail and Leisure Development

Rev By

Chk'd By

Ormskirk Road Aintree Sefton

Client

SportsDirect

Status

RECORD

Scale

1:25

Drawn By

SMW

Drawing Title

Unit 1 - Detailed Section J (Sheet 4)

Job-Dwg No

9616-415

Drawing Size

Checked By

PRW

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

Lift Pit

Rev Date

SportsDirect Retail

2180 SO

PVDF coated pressed steel flashings, colour: Metallic Silver - RAL 9006. Joints/ gaps to include air seals to maintain thermal performance and air tightness measures.

Notes: 1. Specialist contractor to determine lightning protection locations.

4. Roofing / cladding sub contractor to include all necessary flashing's etc to penetrations required by fit out works. 140 mm thk solid dense fair faced, paint grade concrete blockwork at Ground Floor. 7/kN min. strength grade or as specified by St Eng. All joints fully compacted with mortar and finished with bucket handle profile. Blockwork restrained and tied to Engineer's design & details.

6500 Clear Height Zone To Ground Floor

Glazing 50

4800 Curtain Walling

Proprietary Curtain Walling system to be Kawneer AA 100 SSG system (Structural Silicone Glazed) - frame colour: Anthracite. Thermally broken, double glazed sealed units with flush glazing to the exterior. Insulated spandrel panels and visible face caps where indicated on THP Glazing Details Dwg (9616-424),

Note: Gyms/ dance studios fall into class 4 of British Standards BS 6399: Part1:1996 'Loading of Buildings' This states the minimum imposed load for these areas is 5kN/m². However additional loads for finishes need to be allowed for i.e. Partitions, Screed & Finishes, Plant Areas etc.

12100 LIFTWELL HEIGHT TO U/SIDE OF LIFTING BEAM

1200

Underside of escalator

Glazing

All steel needs to be in conjunction with drawings from the structural engineer

FIRST FLOOR SLAB (MAIN UNIT): Composite reinforced insitu concrete floor on metal profile decking with surface suitable to receive screed finish to Structural Engineer's design and specification. Note consideration to be given to vibration/ noise from Gym equipment etc. Details and requirements to be confirmed by Fitting Out Contractor.

Cavity Void

12400

Underside of escalator

Feature fin beyond - Trespa Meteon exterior cladding system, 1.2m module. Colour Black (invisible fixing detail to be incorporated).

CAD file reference

09a

300 Overhang

Recessed feature cladding band at high level to be Euroclad Rainscreen Sinusoidal (half round) horizontally laid metal profile insulated cladding system - supported off secondary metal rail system (between main portal steels). Wall build-up to achieve 0.26 W/m².K U-Value or as required by SBEM calculation. Insulation to run between main steels and notched to front face of portal - all to Cladding Contractor's details. Finish/ colour - TBC/ Black with matching corresponding steel PVDF coated flashings. Install Integral louvres within band zone where required to M&E/ Cladding Contractor's design & details locations to be discussed/ agreed.

Glazing to achieve min. 'U' value of 1.80 W/m².K or as required by SBEM calculations. For glazing details see THP Dwg No: 9616-424 (latest revision).

01a

All junctions to be air sealed in accordance with manufacturers guidelines. NB: contractor to ensure all necessary seals / trims / flashing's are provided for air permeability test.

System to be been tested and certified in accordance with Centre for Window and Cladding Technology (CWCT). Curtain Walling to meet the requirements of Parts N and L, with Manifestation in accordance with parts N and M. To be installed only by Kawneer authorised dealers.

6°

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

A1 Date

03/14

Rev

On behalf of

A R C H I T E C T S www.harrispartnership.com

03a

03b

04a

04b

05a

Parapet formed with secondary steelwork to St Eng. design and details. Flashings to be pressed steel with PVDF finish with nom. fall towards roof gutter. Colour: Metallic Silver - RAL 9006. Flashings to be suitably stiffened to avoid rippling. All junctions to be air sealed in accordance with manufacturers guidelines. NB: contractor to ensure all necessary seals / trims / flashing's are provided for air permeability test.

PIR Insulation board.

300 Overhang

2800

Lift shaft beyond, refer to THP dwg no. 9616-426 Lift Pit Details (latest revision).

Eurobond composite wall panels beyond to main building.

Concrete slab forming First Floor landing supported of steel trimmer beams with 75mm thk (TBC) Sand/ cement screed to Structural Engineer's design and details.

Lift Access at FF level 2500 Minimum Clear

Handrail/ glazed balustrade beyond returned back to lift.

3150 (TBC)

3150 To u/s of P/board Ceiling (TBC)

Circulation Core

Glazing

Handrail/ glazed balustrade.

Bulkhead/ floor structure return beyond.

For internal glazing details see THP Dwg. No: 9616-425 (latest revision).

Steel trimmer beam beyond supporting landing to lift.

Blockwork FR Compartment wall beyond (up to First Floor then metal stud) - 140 mm thk solid dense fair faced, paint grade concrete blockwork at Ground Floor. 7/kN min. strength grade or as specified by St Eng. All joints fully compacted with mortar and finished with bucket handle profile. Blockwork restrained and tied to Engineer's design & details. Dot and dab p/board to Circulation Core internal blockwork walls - finish TBC. All penetrations fire stopped to current Building Regulations. Note: No internal pier projections permitted. All concealed steelwork within wall cavity to be painted with two full coats of bituminous paint above ground level.

10650 (TBC)

Reinforced PCC Stair and landings to specialist contractors design & details. All staircases to be compliant with Building Regulations Parts: K, M and B and BS4800, BS9999.

All steel needs to be in conjunction with drawings from the structural engineer

Circulation Core (Void)

Retail type Escalator providing travel to Gym floor - arrangement: parallel 2 units (one up, one down configuration). Escalator to current Code Standards - Kone TravelMaster 110 indicated (TBC) or equal/ similar approved. Finishes - glass balustrade with brushed satin stainless steel side cladding. Soffit cladding to be Grey powder coated sheet steel cladding (RAL7036). Note all finishes TBC.

Escalator height Note: 7.5m dimension is from finished slab level (GF) to finished slab level (FF). Dimension does not take into account any floor finishes which may effect the overall floor to floor height.

Steel box section supporting Roller Shutter in accordance with structural engineers details. Box shutter and supporting steelwork concealed with metal cover - finish/ colour to match curtain walling.

Feature cladding to entrance facade and feature fins be Trespa Meteon exterior cladding panels at different lengths of up to 3m. Colour to be 3 different shades of grey with infrequent red and blue panels. Feature fins to be colour Black. Panels secured using Trespa TS200 support system as follows: Panels with a minimum thickness of 10 mm to be invisibly fixed on an aluminium sub-frame comprising horizontal rails and hanging brackets to suitable spaced centres fixed with inserts or screws to the back of the panel. Brackets fixed off load bearing walls (concrete, masonry to St Eng. specification). Support structure for projecting feature fins to be structural steelwork to St Eng design & details. 90 mm thk rigid insulation board to void (where internal blockwork occurs) to achieve required minimum U-Values with 50 mm minimum clear ventilated cavity zone to conform with cladding and insulation manufactures recommendations.

Stair 1 FOR STAIR DETAILS REFER TO THP DWG. No's: 9616-420 Stair 1 Details (latest revision); 9616-421 Stair 2 Details (latest revision); 9616-422 Stair 3 Details (latest revision).

Automated internal Security Roller Shutters integral to structure. To provide protection to glazing along grids 01 and H (see THP elevations). Shutters to specialist contractors design and details.

50 2100 Automatic Doors to Gym Entrance

Circulation Core (Void) 7500 Floor to Floor

Glazing

Feature fin beyond - Trespa Meteon exterior cladding system, 1.2m module. Colour Black (invisible fixing detail to be incorporated).

7500 (floor slab to floor slab)

Glazing to achieve min. 'U' value of 1.80 W/m².K or as required by SBEM calculations. For glazing details see THP Dwg No: 9616-424 (latest revision).

Glazing

9600 Entrance Curtain Walling

Glazing

12400

Exposed columns to rear of curtain walling to be cladded in white GRP. Cladding supported of proprietary clips and lining channels (Gypframe or equivalent). Steelwork to SE / fabricators details. All steelwork FR to 60 mins.

Entrance Facade

Stair bulkhead beyond 13200 Trespa Cladding

Glazing

FSL

Lift shaft beyond, refer to THP dwg no. 9616-326 Lift Pit Details (latest revision).

Automatic door gear by specialist contractor.

Lift Access at GF level

Gym Entrance Intermediate support by Structural engineer. 2500 Minimum Clear

30 mm thk Kingspan Styrozone H350 or similar BBA approved CFC free closed cell rigid insulation, secured against perimeter slab edge. Sealed with polysuphide sealant to Engineer's details.

Void under stairs

DPM to lap with DPC's to walls and to be installed strictly in accordance with manufacture's instructions. Floor build-up to achieve 0.22 W/m².K U-Value or as required by SBEM calculation. 30°

FSL 16.330 150 min.

FSL 16.330

Escalator pit fully tanked to Engineer's details. Insulation as per floor. All foundations to Structural Engineer's design and details.

Escalator Pit

Minimum 'U' Values - Roof: - Walls: - Floors: - Windows, rooflights and curtain walling: - Fire Exit Doors: - High-usage entrance doors: - Roof ventilators (inc. smoke vents): - Air Permeability:

0.18 W/m².K 0.26 W/m².K 0.22 W/m².K 1.80 W/m².K 2.20 W/m².K

01a

02a

3.50 W/m².K 5m³/(h.m) at 50pa

Notes: 1. Specialist contractor to determine lightning protection locations. 2. External downpipe locations and sizes TBC by specialist roofing sub-contractor. Positions to be agreed with Tenant prior to design being finalised. 3. All gutters to incorporate weir overflow / outlets, number of outlets required to specialist contractor design and detail.

08a

09a

E G

JN K

4. Roofing / cladding sub contractor to include all necessary flashing's etc to penetrations required by fit out works.

03a

03b

Section Key Plan (NTS)

04a

04b

F H

08-09-14

Drawing status amended to Record (As Built).

24-07-14

Revision changed due to administration error.

29-05-14

Slab edge detail and steel amended.

AJM IR

Date

Description

Rev By

Rev

AJM

AJM IR Chk'd By

J:\9001-10000\9616\17.0 Drawings and Issue Sheets\300 Series - Tender and Contract November 2012

3.50 W/m².K

All structural steel to be 1hr fire protected. All ground / first floor steelwork subject to specialist design and detail.

CAD file reference

Project Title

Proposed Retail and Leisure Development

Drawing Title

Unit 1 - Detailed Section M (Sheet 7)

Job-Dwg No

9616-418

08a

09a

Ormskirk Road Aintree Sefton

Client

SportsDirect

Status

RECORD

Scale

1:25

Drawn By

SMW

05a

Rev

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

Drawing Size

Checked By

On behalf of

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

PRW

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A0 Date

03/14

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

A 00

01a

02a

08a

09a

6182 2050

34692

6182

5860

3990

2192

3454

5743

2406

5860 2407

3453

+12.40 Eaves

3600 Floor to U/S of Haunch

+11.10 Haunch

+7.50 F.F.L First Floor

Gym

H J 01

03a

03b

04a

04b

08a

09a

05a

Section Key Plan (NTS)

7500 Floor to Floor

6500 Clear Height Zone To Ground Floor

1000

Circulation Core

+6.50 F.F.L Floor to Ceiling

Mezzanine floor - by others

SportsDirect Retail

+0.00 F.F.L Ground Floor

Minimum 'U' Values - Roof: - Walls: - Floors: - Windows, rooflights and curtain walling: - Fire Exit Doors: - High-usage entrance doors: - Roof ventilators (inc. smoke vents): - Air Permeability:

Section A-A (1:100)

0.18 W/m².K 0.26 W/m².K 0.22 W/m².K 1.80 W/m².K 2.20 W/m².K 3.50 W/m².K 3.50 W/m².K 5m³/(h.m) at 50pa

All structural steel to be 1hr fire protected. All ground / first floor steelwork subject to specialist design and detail.

Notes:

01 1660

01a

02a

6178

6178 2100

2630

03a 6178

03b

04a 6178

05a

55602 6178

3548

07 6178

08 6178

08a 6178

09a 6178

1. Specialist contractor to determine lightning protection locations. 2. External downpipe locations and sizes TBC by specialist roofing sub-contractor. Positions to be agreed with Tenant prior to design being finalised. 3. All gutters to incorporate weir overflow / outlets, number of outlets required to specialist contractor design and detail. 4. Roofing / cladding sub contractor to include all necessary flashing's etc to penetrations required by fit out works.

+11.10 Haunch

5. Contractor to ensure all necessary seals / trims / flashing's are provided for air permeability test.

1000

08-09-14

Drawing status amended to Record (As Built)

24-07-14

Revision changed due to administration error.

AJM IR

04-06-14

Steel Sizes changed

AJM IR

Date

Description

Rev By

Rev

Project Title

6500 Clear Height Zone To Ground Floor

+6.50 F.F.L Floor to Ceiling

Gym

7500 Floor to Floor

+7.50 F.F.L First Floor

3600 Floor to U/S of Haunch

+12.40 Eaves

+0.00 F.F.L Ground Floor

Section B-B (1:100)

AJM

Chk'd By

Proposed Retail and Leisure Development Ormskirk Road Aintree Sefton

Mezzanine floor by others

SportsDirect Retail

Client

SportsDirect

Status

RECORD

Scale

1:100

Drawn By

SMW

Drawing Title

Unit 1 - Overall Sections

Job-Dwg No

9616-411

Drawing Size

Checked By

PRW

A1 Date

03/14

Rev

On behalf of

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

CAD file reference

J:\9001-10000\9616\17.0 Drawings and Issue Sheets\400 Series - Construction

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

05a

Stair 1:

Staircase to be compliant with Building Regulations parts K, M and B and: BS EN 14843:2007 (precast concrete products (stairs)) . BS 9999:2008 (code of practice for fire safety in the design, management and use of buildings).

Trespa feature fin beyond

100

6°

Stair Data: Type: Precast reinforced concrete stairs and landings. Concrete finished to a high quality level suitable to receive direct paint finish. Stair width: 1400mm Clear between handrails: 1200mm Goings - total 41 at: 250mm Risers - total 45 at: 166.67mm

Disabled Refuge

Minimum 2m headroom above pitchline throughout flight. Landing widths to be continuous. All nosings to be distinguishable. All dimensions must be confirmed on site prior to fabrication.

Landing

1200

Position of wall on ground floor (dashed).

All to be designed / detailed by specialist sub−contractor. Structural support for stairs to engineers design.

Lift shaft beyond, refer to THP dwg no. 9616-326 Lift Pit Details (latest revision). Lift doors beyond.

04b

100

Circulation Core

Balustrade and handrail to specialists details. Both handrail and balustrade must be capable of resisting the horizontal force given in BS EN 1991-1-1:2002. Handrail to be a min. of 900mm above pitchline of stair, balustrade to be a min. of 1100mm high on landings. All balustrading to be designed / detailed by specialist sub−contractor and to be non−climbable and stops falls from height.

Gym

Balustrade to be polyester powder coated with perforated mild steel infill panels, with 40mm tubular handrail, 60mm min. clear from back of handrail to wall finish. Balusters/ stanchions to be fixed to treads. Include matching wall mounted handrail where applicable.

75mm thk Sand/ cement screed to first floor, to St Eng. design and details.

1100

05a 100

Handrail/ glazed balustrade. Toughened glass infill panels to BS 6262-4 2005. Clear glazed infill panels - toughened low Iron glass (thickness to manufactures recommendations for retail occupancy). Satin stainless steel handrails to suitable grade. All brackets, fixings etc to be in matching stainless steel.

Edge trims and joinery details in Oak (TBC).

STAIR 1 PLAN AT FIRST FLOOR (1:25)

Stairs are to be designed such that neither the stair or the balustrade will allow the passage of a 100mm dia. sphere. Balustrades should not be easily climbable.

3600 Floor to U/S of Haunch

100

3825

1200

400

Lift shaft lid beyond

117

4168 2750 (11 goings @ 250)

117

3000

1200

300

P/board on dot & dab. 45

1200

Floor Beam (to St Eng details)

41 40

Reinforced PCC Stair and landings to a high quality grade finish, i.e. suitable to receive direct paint finish. All to specialist contractors design & details. All staircases to be compliant with Building Regulations Parts: K, M and B and BS4800, BS9999.

Landing

38 37

1100

400

100

Landing 22

1300

118

1000

2985 2750 (11 goings @ 250)

118

2000

Position of metal stud wall on first floor (dashed). 34

1200

FOR STAIR DETAILS REFER TO THP DWG. No's: 9616-420 Stair 1 Details (latest revision); 9616-421 Stair 2 Details (latest revision); 9616-422 Stair 3 Details (latest revision).

4000

1200

1300 100

25 1200

5585

3000

SITE MEASURE STOREY HEIGHTS AND CLEARANCES PRIOR TO MANUFACTURE.

100

Circulation Core

04b

25 24

Finish to treads TBC. All tread edges to incorporate contrasting nosings - Gradus Ltd or equal/ similar approved. Material/ finish: Stair nosing trims: Aluminium/ insert colour to be agreed. To meet the guidance in Approved Document M and BS8300:2009+A1:2010.

23 22 21 20

100

19 18 17

1200

117

1200

100

Outline of emergency exit doors in foreground.

Landing

10 9

100

STAIR 1 PLAN AT GROUND FLOOR (1:25) CAD file reference

J:\9001-10000\9616\17.0 Drawings and Issue Sheets\400 Series - Construction

SportsDirect Retail

04b

Column sizes updated as per latest fabricators dwgs. Grid refs updated, disabled refuge indicated. Passenger lift size in elevation updated. Dwg references updated to 400 series.

Rev Date

Description

Project Title

Proposed Retail and Leisure Development

Rev By

Client

SportsDirect

Status

RECORD

Scale

1:25

Drawn By

SMW

Drawing Title

Proposed Stair 1

Job-Dwg No

9616-420

1100

FSL 16.330

2000 (8 goings @ 250)

AJM

SMW

Built).

Chk'd By

Drawing Size

Checked By

PRW

A1 Date

03/14

300

1500

1200

300

23.05.14 Steelwork moved to u/s of stair landings.

Ormskirk Road Aintree Sefton

08.09.14 Drawing status amended to Record (As

13 12 3500

2000 Min. Headroom

400

3000

1100

2750 (11 goings @ 250)

Stair 1

4168

7500 Floor to Floor

Oak moldings forming side trims to treads and u/s of stringer edge (TBC).

6500 Clear Height Zone To Ground Floor

7500 Floor To Floor

05a

STAIR 1 PLAN AT MID LANDING (1:25)

Fire Escape

28 27

H 4000

1100

2000 (8 goings @ 250)

300

Satin Stainless Steel handrail and balustrade with matching brackets, fixings etc.

FSL 16.330

Rev

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

On behalf of

A R C H I T E C T S www.harrispartnership.com

fort william, scotland proposed development This project, I worked alongside a company director to get this project drawn up in Revit, preparing it to go out for tender as it was a requirement by the client and contractor for it to be drawn up using Revit. The project comprised of a retail park and an Aldi supermarket on a traditional contract. Being one of the more experienced Revit users within the company I was asked lead the project build. I created one central model to allow collaboration across the board and corresponded with structural engineers and fabricators to build a like for like model. Due to leaving the company to travel Australia, I unfortunately couldnâ&#x20AC;&#x2122;t see the project through until completion and was passed on within the company.

  

T.O.Parapet 23.870 m

   

16a

    

   

    

   

   

   

Roof

22.770 m

T.O.Canopy 18.469 m A

FFL

  

14.395 m

External FFL 14.170 m

 

 

 

 







 1 : 200   

  

  

  

16a

   

T.O.Parapet 23.870 m A

Roof

22.770 m

T.O.Canopy 18.469 m

  

FFL

14.395 m

External FFL 14.170 m

 



 





 1 : 200

     

T.O.Parapet 23.870 m

  



Roof

22.770 m

T.O.Canopy 18.469 m A

FFL

   

14.395 m



External FFL 14.170 m A





1 : 200

  

     

     



Unit D Parapet 21.495 m A

T.O.Canopy 18.469 m -

Rev

FFL

Project Title

North Road, Fort William, Highland PH33 6TG

Drawing Set up

AJM

Description

Rev By

Chk'd By

Elevations

Job-Dwg No

7445A - (00) 2

14.395 m

External FFL 14.170 m A

06/07/15

Date

Drawing Title

 

    Client





Rev

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072



 1 : 200 This drawing is copyright and may not be reproduced in whole or part without written authority. Do not scale off this drawing.

On behalf of

MORBAINE

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

Status

TENDER

Scale

As indicated

Drawn By

AJM

Checked By

Drawing Size

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A1 Date

JULY/15

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

           

    Roof

T.O.Parapet 23.870 m

   



       



T.O.Parapet 23.870 m



Roof

22.770 m

  

 

        

T.O.Canopy 18.469 m

T.O.Canopy 18.469 m A



T.O Internal Blockwork 17.320 m



FFL

14.395 m

    

        

  

   

FFL

14.395 m

External FFL 14.170 m

      



 1 : 20

        

   





1 : 20

Rev Project Title

Retail Unit Development North Road, Fort William, Highland PH33 6TG

06/07/15

Date

Drawing Set up

AJM

Description

Rev By

Drawing Title

Sections (Sheet 5)

Job-Dwg No

7445A - (21) 5

Chk'd By

Rev

On behalf of

Client

Status

This drawing is copyright and may not be reproduced in whole or part without written authority. Do not scale off this drawing.

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

MORBAINE

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

TENDER

Scale

As indicated

Drawn By

AJM

Checked By

Drawing Size

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A0 Date

JULY/15

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

A 

    Roof

22.770 m



22.770 m



Roof

T.O.Parapet 23.870 m



   

   

         



T.O.Parapet 23.870 m

           



     

    



      

  T.O Internal Blockwork 17.320 m

  T.O Internal Blockwork 17.320 m A

 



 



   



   

FFL

14.395 m

 

   

 1 : 20

FFL

14.395 m

      

External FFL 14.170 m



   

External FFL 14.170 m

 

  

   

   



      

 1 : 20

Rev Project Title

Retail Unit Development North Road, Fort William, Highland PH33 6TG

06/07/15

Date

Drawing Set up

AJM

Description

Rev By

Drawing Title

Sections (Sheet 1)

Job-Dwg No

7445A - (21) 1

Chk'd By

Rev

On behalf of

Client

Status

This drawing is copyright and may not be reproduced in whole or part without written authority. Do not scale off this drawing.

THE HARRIS PARTNERSHIP WAKEFIELD 2 St. Johns North, Wakefield, WF1 3QA t. 01924 291 800 f. 01924 290 072

MORBAINE

THE HARRIS PARTNERSHIP MANCHESTER 2nd Floor, Carvers Warehouse, 77 Dale Street, Manchester, M1 2HG t. 0161 238 8555 f. 0161 244 5809

TENDER

Scale

As indicated

Drawn By

AJM

Checked By

Drawing Size

THE HARRIS PARTNERSHIP MILTON KEYNES The Old Rectory, 79 High Street Newport Pagnell, MK16 8AB t. 01908 211 577 f. 01908 211 722

A0 Date

JULY/15

THE HARRIS PARTNERSHIP READING 101 London Road, Reading, RG1 5BY t. 0118 950 7700 f. 0118 956 8642

A R C H I T E C T S www.harrispartnership.com

university work Throughout my three years at the University of Huddersfield, I was set varied projects with a variety of different briefs. These projects ran from design to technical aspects of the process, working with both processes side by side allowed me to identify my design limitations through different technologies. This allowed me to make the projects into my own and really start enjoy the briefs.

Thankyou. please feel free to contact me on amorris3692@outlook.com

AshleyMorris.