Alex Baldwin-Cole Portfolio - 2018 by alex baldwin-cole

A.B.C 2018

Alexander Baldwin Cole M-ARCH GRADUATE

INTRODUCTION TO ALEXANDER BALDWIN-COLE My name is Alexander Baldwin-Cole. Born in Essex, England, 23/06/1993. I know it sounds like the ultimate of cliché’s but “As long as I can remember I have wanted to study Architecture”. It’s probably the same old story but its mine. A father in the construction business, a mother in the creative side. Put 1 + 1 together = Architecture or something similar within the design field. Unlike many of my piers having a pretty strong concept of the field I wanted to progress into made things easy when university began to loom. I ended up Studying my Undergraduate Architecture Degree at University of Kent’s Canterbury Campus. I thoroughly enjoy living and studying in Canterbury, I left the course excited to begin my year in industry. During my Part I Placement year I worked for a small architectural firm called Clague in Canterbury. I found the job initially challenging but soon found my niche of jobs in the form of technical projects. I was assigned to work with the in house Architectural technician on a number of Building Regulation and Tender Documents, while also assisting on planning applications where possible. It was at this point in my career I realised I had an interest in the way things are put together, both in terms of buildings and smaller scale products. I have since begun experimenting with joinery and furniture design, as a means to test my design abilities in a different format to my Architectural studies. Towards the end of my year out I decided not to delay and looked to return to studying for my Masters in Architecture. The only issues were that I was looking for a change from Canterbury, looking at my original University Applications I found an old favourite in the pile, Newcastle. A few visits and a successful portfolio and interview later, the next chapter in my career began. Two years on, having learnt a lot about design and myself I started to gain a clearer idea of the path my future could take. The most important project to me was that of Linked Research – Live Build project, its realistic nature drew me instantly and became all that mattered in my eyes. Upon completing the course, I took a brief period of time to blow off some much needed steam and find my drive to return to the field of architecture once again. This is where this portfolio comes in, found within its pages is a collated collection of a variety of projects across a number of education and placement projects. For a complete collection of all my work please go to: www.abcdesigns.space

COVER PHOTO LIVE BUILD - MArch Research Project

Contents RIBA

Plan of Work Stages

SHAPLAND - Detailed Design Part 2 Placement - Moon - Architect & Builder - Bristol

July 18 - Current Position

SUNNYMOUNT - Concept Presentation

Part 2 Placement - Moon - Architect & Builder - Bristol July 18 -Current Position

LINKED RESEARCH - LIVE BUILD

MArch - Newcastle University - Architecture, Planning & Landscape September 15 - July 17

THESIS

MArch - Newcastle University - Architecture, Planning & Landscape September 16 - July 17

Symposium

MArch - Newcastle University - Architecture, Planning & Landscape September 15 - December 15

COWSHED

Part I Placement - Clague Architects - Canterbury October 15 - June 16

223 Maldon Rd

Private Work - During Part I Placement July 14

Extract of Past Work

Various Various

SHAPLAND - Technical Design - Part 2 Placement Project Brief Early on at my time at Moon I was handed over a stand-alone outhouse project, it became my job to work up the Planning, Technical drawings and oversee the Project on Site, under supervision of course. It was seen as an ideal project for me to cut me teeth on in the firm, a way of getting to know how Moon worked and to test my detailed design skills. What was supposed to be a straight forward project, ended up being a tightly constrained, fast-moving project with a number of redesigns and issues. All of this made it even more perfect for me to undertake at that point, alongside a number other concept and planning packages. 20.01

1160

100

ELEC.T-RAIL

737

100

842

1807

Light - Recessed

Light - Rcsd IP65

Light switch - master - 1200mm AFFL

Light - Wall light

Light switch - dimmer - 1200mm AFFL

Light - Wall light e

Light switch - pull cord

Light - Recessed Light - Recessed

Light - Flourescen

Light - LED strip l

LED

Lighting

737

100 DATA

100

Double 150 x 50 mm stud central internal W1 wall post built at same time as external wall panels to support Glulam beam during roof contruction (See Drawing 11.01 for details)

Power

Double 150 x 50 mm stud central internal Light - Pendant wall post built at same time as external Light - Recessed downlighter wall panels to support Glulam beam during contruction Drawing 11.01 for roof Light - Recessed (See directional downlighter details) Light - Rcsd IP65 downlighter external / shower

Socket - 5 amp ro

Socket - switched

Socket - unswitch

Socket - switched

Light - Wall light

Socket - unswitch

Light - Wall light external

Floor box

Electrical Layout Light - Recessed floor light to be Confirmed Light - Flourescent tube Light - Recessed wall light

158

Electrical Layout to be Confirmed

100

Shaver Socket

Appliance isolator Consumer Unit

Power

983

External Socket -

GRID

Light - LED strip lighting

Data/Comms/AV

Socket - 5 amp round pin - 450mm AFFL

TV/FM socket

Socket - switched - 450mm AFFL

Telephone Socke

Socket - unswitched - 450mm AFFL

Ceiling speaker

Socket -to switched above worktop cladding be set- out from front edge

3806

Sub-woofer spea

Socket - unswitched - above worktop

983

Light - Recessed

Light switch - pull cord shower

5164

Light - Pendant

Light switch - 2 way - 1200mm AFFL

Light switch - light sensor

100

158

Light switch - 1 way - 1200mm AFFL

Light switch - PIR sensor

44.01

737

575

100 575

100

ELEC.RAD

Gym

Light switch - pull

All Light in pipes store room switchto- 3arrive way - in 1200mm AFFL wall service voids- as indicated Light switch timer - 1200mm AFFL

833

Ballet Room

Gym

44.01 W1

158

ELEC.RAD

1807

Light switch - pull

Light switch - ligh

DATA

833

Light switch - dim

Light switch - PIR

1346

842

1346

100

4517

Light switch - ma

All in pipes to arrive in store room wall service voids as indicated

100

ELEC.T-RAIL

Light switch - tim

Lighting

3055

Store Room

737

150

3055

Light switch - 3 w

bathroom waste to be connected by moon into new foul connection, to be vented at roof level

1580

150

100

Light switch - 2 w

3 T

bathroom waste to be connected by moon into new foul connection, to be vented at roof level

1580

1160

DATA

Light switch - 1 w 2

Shower room extractor taken out through back wall

826

ELEC.RAD

754

ELECTRICIAN

ELEC.RAD

158

ELECTRICAL KEY

NOTES IN BLUE ARE SPECIFIC TO THE 42.01

Shower room extractor taken out through back wall

826

ELEC.RAD

100

Soil pipe to be brought up through timber vall service zone

42.01

754

20.02

Fresh water & data in cables to arrive in timber studwall service zone. Notch sole plate & prefab bottum timber if needed W1timber Soil pipe to be brought up through vall service zone

20.02

Fresh water & data in cables to arrive in timber studwall service zone. Notch sole plate & prefab bottum timber if needed

4517

cladding to be set out from front edge

3806

Structural Opening 3098 WG.01

LED

42.03

Structural Opening LED

Structural Opening

42.03

42.02

Door entry / interc

Floor box

AM/CP

Alarm control pan

External Socket - 2 gang switched

AM/KP

Alarm keypad

Shaver Socket

DATA

Data socket

Appliance isolator switches

LED

Detection / Extr

Consumer Unit

Sprinkler

WG.02

42.02

3098

Smoke detector

Heat detector

no cut boards to this wall - see detail 42.03 for set out

WG.02

Alarm sounder Extractor fan

no cut boards to this wall - see detail 20.01 42.03 for set out

20.02 Heating

20.02

10.01 GA FLOOR PLAN

Heating Programm

Flush fitted room

PLUMBING + HEATIN Boiler

1:25

rain water down pipe connec Boiler gutter low point

Flat valley gutter laid below p HWC Hot water cylinde set to nominal fall to rear of r

rain water down pipe connected to valleyGlulam Beam E to be supported by gutter low point external structural studwork and packed

20.02

Triple stud central internal wall post built at same time as external wall to support Glulam beam during roof contruction

Line of fresh water in pipe Line of Structural studwork

242 325

75 75

325

242

424

n pipe

20.01

10.03 RAFTER PLAN 1:50

M LINE = 0.895M ABOVE TOP OFNotes 1. 4 x GLULAM FIXING SPEC F1 - Simpson INDLE LEVEL - Face Fix Concealed Flange Hanger - IUC217/91 2. 5 x GLULAM FIXING SPEC F2 - Simpson - Face Fix - I Joist Hanger This is not an `As built drawingâ&#x20AC;&#x2122;. Moon takes no responsibility for other - IIUSE224/92 parties relying on this information. Please note that drawing details are subject to change as a result of site-specific issues. Information contained on this drawing is the sole copyright of Moon Design & Build and is not to be reproduced without their permission. DO NOT SCALE FROM THIS DRAWING.

3349

4727

Sockets to be positione AFFL (100mm above w rooms), light switches a Roof Area Adjacent sockets / switc 48sqm 10mm apart.

300

3759

4017

5472 C/C

325 470

325

20.02 20.01

10.03 RAFTER PLAN Notes

10.04 ROOF PLAN

Glulam Beam B & D to support front 1. 4 x GLULAM FIXING SPEC F1 - Simpson aliminium profile - Face Fix Concealed Flange Hanger - IUC217/91 Front glazed doors hung fromFIXING SPEC F2 - Simpson 2. to5be x GLULAM Glulam Beams A & C - Face Fix - I Joist Hanger - IIUSE224/92

1:50

20.01

9456Glulam Beams A, B,C & D to connect to central Glulam beam E & rest on external front & be hung from side structural 20.02 studwork walls

Fan to come on with ma

set with 20 minute run o 10.04 ROOF PLAN Isolator to be fitted abov

1:50 Glulam Beam B & D to support front 1:80 fall set from front to back aliminium profile

Front glazed doors to be hung from Flat vallery gutter laid below parapet line, Glulam Beams A & C set to nominal fall to corners of roof

NB. all doubled up timbers to be fixed at 500c/c with M10 bolts grade 4.6 staggered 25mm either side of the C/L joists

bathroom. D

C B A -

NB. all doubled up timbers to be

70amp supplies to be p positions Under cabinet LEDs to (groove to be routed by fitted in base unit plinth A grid of appliance isola provided - position to b

90x225D C24 Glulam -D 3759

20.01

Size and spacing of floor joists to be Glulam Beams A, B,C & D to connect to 20.02 spec'd by SE central Glulam beam E & rest on external 1:50 front & be hung from side structural studwork walls

Behind beds sockets to master and 2000mm ce

Pendant lights to be fitte 1900mm AFFL Wall lights to be fitted at

90x225D C24 Glulam -C

90x225D C24 Glulam -B 5145

-D

400

5209

4017

5472

285

90x225D C24 Glulam -A

470

C24dwarf Glulam Floor joists span 90x225D bridged across wall

75x253D C24 Posi Joist @ 400 mm c/c

424 325

400

90x225D C24 Glulam -C

3759

Roof Area 48sqm 90x225D C24 Glulam -E

4879

5145

C/C

5209

75x253D C24 Posi Joist @ 400 mm c/c

424 325

4879

10.02 FLOOR JOIST PLAN

s are to be checked on site prior to commencement of preparation of any shop drawings. dimensions to any structural elements are indicative only. See neers drawings for actual sizes/dimensions. dimensions to any service elements are indicative only. See erâ&#x20AC;&#x2122;s drawings for actual sizes/dimensions. s to be read in conjunction with all other drawings, and other Consultants' information.

Set out point

Position of all electrical a agreed with Moon on si general to be as follows

325

130

Radiator Outside tap

overflow wies

300 325 4727

RAD

roof finish lapped up to and o beam creating a central upst General parpapet valley gutter

325

75x253D C24 Posi Joist @ 400 mm c/c

Line of groundworks blockwork

285

90x225D C24 Glulam -A

90x225D C24 Glulam 20.02 -B 5145

20.01

3759 90x225D C24 Glulam -E

5145

r joists span bridged across dwarf wall

NOTES

20.01

3854

50x150D Floor Joist @ 400 mm c/c 75x253D C24 Posi Joist @ 400 mm c/c

1:50 and spacing of floor joists to be 'd by SE

roof finish lapped up to and over central beam creating a central upstand for parpapet valley gutter

300

5239

of groundworks blockwork

75 75

424

ectrical cable

Flat valley gutter 20.02 laid below parapet line, internal studwork wall. set to nominal fall to rear of roof Triple stud central internal wall post built at same time 20.02 as external wall to support 20.01 Glulam beam during roof contruction

300

Line of trench for electrical cable

300

Floor joists doubled up under structural 20.01 line of Glulam Beam E

Glulam Beam E to be supported by 20.01 external structural studwork and packed internal studwork wall. Line of Structural studwork

360

20.02

360

20.01

The500c/c Coach House fixed at with M10 project bolts NOTE: 18 Sutherland Place Shapland Cottage 4.6 staggered 25mm either ROOM LAYOUTS ON GA PLANS ARE grade Clifton Lower Lode lane side of the C/L joists INDICATIVE ONLY. Bristol BS8 2TZ Tewkesbury t 0117 9733284 GL20 7DP FOR DETAIL LAYOUTS REFER TO e info@moonarchitectandbuilder.co.uk w www.moonarchitectandbuilder.co.uk DRAWINGS NOTED drawn

ABC

checked

15.11.18 Glazed d Channel layout, In updated 17.10.18 Central w 15.10.18 Issued to 03.10.18 Issued to 03.10.18 Issued B

NOTE: rev ROOM LAYOUTS ON GA P date dr INDICATIVEOct ONLY. 2018 G FOR DETAIL LAYOUTS RE M DRAWINGS NOTED scales

job

1:25 & 50 @ A1 pricing

comment

S planning

SHAPLAND Design Constraints The initial concept agreed with the client prior to my handling of the project, stipulated that we’d acquire permission to build through permitted development. This put a height constraint of 3m on the build, this should have been an easy task to achieve, which it was until the groundwork sub-contractors managed to build foundations too tall. Leading to one of the many redesigns. One of the more aesthetic orientated constraints can be seen in front edge detail (41.02), where we aimed to keep the leading edge of the building as elegant as possible. Initially the aluminium PFC channel specified for fabrication and construction below (46.01 - .02), was going to be a structural steel channel. Instead a series of Glulam’s we’re to be used as the primary roof and front edge structure (10.03), this would make the detailing both easier and more complex simultaneously. Roof furrings cut to produce 1:80 fall back to rear gutter

100m upstand to be achieved at highest point of valley gutter

150mm upstand to be achieved at highest point of rear valley gutter

Roof furrings cut to produce 1:80 fall back GRP to be dressed up and to over parapet rear gutter and dressed over face of breather membrane 150mm upstand to be achieved at highest GRP to be dressed up and over Aliminium point of rear valley gutter profile

Ryno Trim AA1L aliminium profile run 100m upstand behind aliminium to front be achieved profile with at highest pre formed pieces isntalled at all point of corner valley gutter corners

R1 +2.108 TOP OF ALIMINIUM EDGE

+2.097 TOP OF PARAPET

GRP to be dressed up and over parapet Ryno Trim AA1L profile and dressed over aliminium face of breather membrane insect mesh GRP to be dressed up and over Aliminium profile 12mm OSB packer to form fall to parapet

Aliminium fascia supplied by metalwork Ryno Trim AA1L aliminium profile run sub-contractor behind aliminium front profile with pre (See drawing SC.21 for details) formed corner pieces isntalled at all corners gap between glulams to be infilled with 12mm OSB on 50 x 50mm tandlised sw Aliminium fascia supplied by metalwork battens face of OSB to align with sub-contractor underside of glulams (See drawing SC.21 for details)

+2.066 TOP OF CLADDING

100

DPC installed behind Aliminium Profile gap between todetail be infilled withto connection to glulams form drip for GRP be adhered 12mm OSB to on 50 x 50mm tandlised sw battens face of OSB to align with underside of glulams DPC installed behind Aliminium Profile set claddingtoout to align through connection form drip detail for with GRP to cladding on to walls be adhered

+1.804 U/S OF ALIMINIUM EDGE central glulam line behind posi roof joists TOP OF FRONT CLADDING

gutter furrings to be formed from 100 x 12mm 50mm plywood to internal face to of be stud wall stud, top surface cut to toachieve provide60mm fixing for fall gutter along furring length

+2.066 TOP OF CLADDING Insulation placed between furrings to reduce cold bridge VCL laid into valley gutter +1.864 TOP OF POSI JOIST 50 x 50 mm batten cut to 40mm at lowest point to create fall +1.804 U/S OF ALIMINIUM EDGE Insulation placed between furrings to TOP OF FRONT CLADDING reduce cold bridge +1.864 TOP OF POSI JOIST +1.728 U/S OF REAR GUTTER FURRING

12mm OSB packer to form fall to parapet 12mm plywood to internal face of stud wall to provide fixing for gutter furring 50mm Celotex GA4000

400

150

insect mesh

400

point to create fall

+2.097 TOP OF PARAPET

Ryno Trim AA1L aliminium profile 50mm Celotex GA4000

400

150

+2.108 TOP OF EDGE 50 xALIMINIUM 50 mm batten cut to 40mm at lowest

100

VCL laid into valley gutter

400

Breather membrane

+1.728 U/S U/S FINISHED OF REAR GUTTER +1.596 CEILINGFURRING LEVEL

gutter furrings be formed fromfurrings 100 x Expanding foam to placed between 50mm stud, top be bridge cut to tosurface reduce to cold achieve 60mm fall along length

set cladding out to align through with cladding on walls strip light to be installed recessed external in cladding

central glulam line behind posi roof joists

Breather membrane Spec to be confirmed

+1.596 U/S FINISHED CEILING LEVEL

Silva Western Red Cedar Channel Cladding 20 x 94strip mmlight profile recessed -external to be installed in cladding Cladding overlap of door frame not to exceed 20mm Spec tobybePanoramic) confirmed (Stated

Expanding foam placed between furrings to reduce cold bridge

Silva Western Red Cedar Channel DPC Cladding - 20 x 94 mm profile

41.01 Rear Paprapet Valley Gutter Detail

41.02 Front Parapet Valley Gutter Detail

41.01 Rear Paprapet Valley Gutter Detail

41.02 Front Parapet Valley Gutter Detail

Cladding overlap of door frame not to exceed 20mm (Stated by Panoramic) DPC

70 x 10 mm skirting board

W1 Insect mesh

70 x 10 mm skirting board

F1 -0.850 TOP OF FINISH FLOOR LEVEL -0.895 TOP 3RD BRINDLE

Insect mesh

DPC fitted behind ledger in one continous length and lapped under sole plate

-0.960 U/S FINISH CLADDING LEVEL -0.850 TOP OF FINISH FLOOR LEVEL -0.895 TOP 3RD BRINDLE -1.042 U/S FLOOR JOISTS -0.960 U/S FINISH CLADDING LEVEL

DPC fitted behind ledger in one continous length and lapped under sole plate

300

-1.042 U/S FLOOR JOISTS

9.5

+2.108 TOP FRONT PROFILE +2.097 TOP PARAPET -0.850 TOP FRONT OF FF LEVEL +1.804 PROFILE +0.000 U/S DATUM +0.000CLADDING DATUM -0.960 FINISH LEVEL

46.04 Mitered Corner 9.5 Elevation

46.04 Mitered Corner Elevation

1 : 50

52 52

+2.118 TOP FRONT PROFILE +2.097 TOP PARAPET

46.02 South East Elevation

1:5

+1.804 U/S FRONT PROFILE

18 18

24 24

12 12

40 40

+2.118 TOP FRONT PROFILE +2.118 FRONT PROFILE +2.097 TOP TOP PARAPET +2.097 TOP PARAPET +1.804 U/S FRONT PROFILE +1.804 U/S FRONT PROFILE

304 304

+0.000 DATUM

46.06 46.06 Front Front Wall Wall Edge Edge Plan Plan 1:5

152

200

152 152 152

40 40

200 200

40 40 40 40

9.5 152 152 200

9.5 9.5

76 76

Screws to be evenly laid out for ALC.01 & Screws bescrew evenly laid out for ALC.01 & .06 fromtothis .06 from this screw

46.05 Front Parapet Section

9.5

membrane lapped behind & down PFC, allow rainwater to fall behind channel and fall away

1:5

46.05 Front Parapet 46.05 Front Parapet Section Section 1:5 1:5

s/w packing to enable recess cladding to align with PFC 18mm vertical plywood strips behind fixing points s/w packing to enable recess cladding to s/w packing enable recess cladding to see fortodetails align46.01 with PFC align with PFC

46.05 Front Parapet Section 1:5

18mm vertical plywood strips behind fixing Cladding & PFC to be aligned 18mm vertical plywood strips behind fixing points points see 46.01 for details see 46.01 for details s/w packing to enable recess cladding to align with &PFC Cladding PFC to be aligned Cladding & PFC to be aligned 18mm vertical plywood strips behind fixing points see 46.01 for details

Cladding & PFC to be aligned

304

46.06 Front Wall Edge Plan

-0.850 TOP OF FF LEVEL -0.960 CLADDING FINISH LEVEL

1:5

1 : 50 1 : 50

DATUM LINE = 0.895M ABOVE TOP OF 3rd BRINDLE LEVEL 46.03 North

East Elevation

1 : 50 GENERAL NOTES DATUM LINE = 0.895M ABOVE TOP OF All dimensions are to be checked on site priorABOVE to commencement of OF DATUM LINE = 0.895M TOP works preparation of any shop drawings. 3rd and/or BRINDLE LEVEL 3rdofBRINDLE Sizes and dimensions toLEVEL any structural elements are indicative only. See structural engineers drawings for actual sizes/dimensions. Sizes of and dimensions to any service elements are indicative only. See GENERAL NOTES service engineer’s drawings for actual sizes/dimensions. GENERAL All dimensions are to read be checked on site with prior all to other commencement This drawing isNOTES to be in conjunction drawings, of All dimensions are other to be Consultants' checked on site prior to commencement of works and/or preparation of any shop drawings. specifications and information. worksof and/or preparationtoofany anystructural shop drawings. Sizes and dimensions elements are indicative only. See Sizes of and dimensions to anyforstructural elements are indicative only. See structural engineers drawings actual sizes/dimensions.

DATUM LINE = 0.895M ABOVE TOP OF

membrane lapped behind & down PFC, membrane lapped behind & down -2no. c/sunk holes setbehind 40mm from PFC, PFC allow rainwater to fall channel and allow rainwater fall behind channel and inner edge, withtospacing as indicated on fall away fall away 46.01 -To be supplied with PPC star head c/sunk fixing screws no.6 x 70mm

Screws to be evenly laid out for ALC.01 & .06 from this screw

This is not an Às built drawing’. Moon takes no responsibility for other parties relying on this information. Please note that drawing details are subject to change as a result of site-specific issues. Information contained on this drawing is the sole copyright of Moon Design & Build and is not to be reproduced without their permission. This is not an Às built drawing’. Moon takes no responsibility for other ThisNOT is not an Às built drawing’. Moon takes no responsibility for other parties relying on FROM this information. DO SCALE THIS DRAWING. parties note relying ondrawing this information. Please that details are subject to change as a result of Please note that drawing details are subject to change as a result of site-specific issues.

job / drawing no.

SC.41

18mm vertical plywood behind fixing construction comment planning stripsb regulations points see 46.01 for details -2no. c/sunk central aris holes set 40mm from PFC central aris fixing 6mm thick plate supplied as parton of inner edge, with spacing as indicated fascia 46.01 -To be supplied with PPC star head c/sunk fixing screws no.6 x 70mm -2no. c/sunk holes set 40mm from PFC -2no. edge, c/sunkwith holes set 40mm from PFC inner spacing as indicated on inner edge, lapped with spacing on membrane behindas& indicated down PFC, 46.01 46.01 central aris allow to fallPPC behind and -To berainwater supplied with starchannel head c/sunk -To away bescrews supplied with PPC star head c/sunk fall fixing no.6 x 70mm fixing screws no.6 x 70mm

pricing

1:5

46.03 North East Elevation 46.03 46.03 North North East East Elevation Elevation

18 18

scales

6mm thick fixing plate supplied as part of @ fixing A1(6" xplate 6mm thick as part of 152 x1:5 76mm 3" xsupplied 3/8) Powder coated fascia /B fascia7021) (RAL central aris aliminium PFC

-0.850 TOP OF FF LEVEL -0.850 TOP OF FF LEVEL -0.960 CLADDING FINISH LEVEL -0.960 CLADDING FINISH LEVEL +0.000 DATUM

46.06 Front Wall Edge 40 40 Plan

+2.118 TOP FRONT PROFILE +2.097 TOP PARAPET -0.850 TOP FRONT OF FF LEVEL +1.804 PROFILE +0.000 U/S DATUM +0.000CLADDING DATUM -0.960 FINISH LEVEL

1:5

1 : 50

304 40 40 40 40

1:5

-0.850 TOP OF FF LEVEL

17.10.18 Issued for On Site Construction membranes updated in 41.01 & 41.02

SC.41

pricing

9.5 9.5

304 46.04 46.04 Mitered Mitered Corner Corner Elevation Elevation 1:5

-0.850 TOP OF FF LEVEL -0.850 TOP OF FF LEVEL -0.960 CLADDING FINISH LEVEL -0.960 CLADDING FINISH LEVEL +0.000 DATUM

-0.960 CLADDING FINISH LEVEL

1 : 50 1 : 50

ABC

checked

1:5

1 : 50

46.02 46.02 South South East East Elevation Elevation

drawn

screws from Screws to to be be positioned evenly laid 40mm out for offset ALC.01 & central .06 fromaris, thismitered screw joins & seams as indicated

304 304

+0.000 DATUM

Bristol BS8 2TZ t 0117 9733284 e info@moonarchitectandbuilder.co.uk w www.moonarchitectandbuilder.co.uk

Shapland Cottage AB TN lane Lower Lode Tewkesbury GL20 7DP

9.5

304

17.10.18 Issued for/Powder On Siteno. Construction - 76mm rev 46.01 see for (6" details job drawing 152 xscales x 3" x 3/8) coated 152 76mmaliminium (6" x 3" xPFC 3/8) Powder coated (RALx1:5 7021) @ A1 (RAL date 7021)fixing aliminium 6mm platePFC supplied asrun part of/B drawing title Ryno thick Trim AA1L aliminium profile 18mm vertical plywood strips behind fixing fascia behind aliminium front profile with pre Oct 18 plywood 18mm vertical strips behind Section AAfixing Details points commentcorner pieces planning isntalled b regulations construction formed at all points see 46.01 for details corners see 46.01 for details

project

The Coach House 18 Sutherland Place

152

9.5 9.5

t 0117 9733284 e info@moonarchitectandbuilder.co.uk w www.moonarchitectandbuilder.co.uk

drawn ABC checked Clifton

Shapland Cottage Lower Lode lane Tewkesbury GL20 7DP

40 40

+2.108 TOP FRONT PROFILE +2.108 TOP TOP PARAPET FRONT PROFILE +2.097 +2.097 TOP PARAPET +1.804 U/S FRONT PROFILE +1.804 U/S FRONT PROFILE

40 40

15.11.18 Rear valley gutter furring level indicated, membranes updated in 41.01 & 41.02

Ryno Trim AA1L aliminium profile run 152 76mm (6" xaliminium 3" x 3/8)profile Powder coated Rynox Trim AA1L run behind aliminium front profile with pre date drawing 26.10.18 Foundation totitle wall A (RAL 7021) aliminium PFC behind aliminium front profile with predetail amended due to formed corner pieces isntalled at all blockwork change, TopDetails 3rd Bridle level Octcorner 18 pieces Section formed isntalled at allAA 18mm vertical plywood stripsDatum behind fixing corners indicated, Line Reset & Ali Channel corners points Adjusted

project

The Coach House 18 Sutherland Place Clifton Bristol BS8 2TZ

9.5

40 40 57

304

boards to be set out from center line

40 40

40 40 40

All connections between channels to be made astoseamless as possible screws be positioned 40mm offset from screws to bemitered positioned offset central aris, joins40mm & seams as from central aris, mitered joins & seams as indicated indicated

80 80

9.5

40 57 57 40 40

-0.960 CLADDING FINISH LEVEL

+1.804 U/S FRONT PROFILE

46.02 South East Elevation

57 57 80

40 -0.850 TOP OF FF LEVEL

fixing screws to be set out evenly along beams as indicated +2.108 TOP FRONT PROFILE +2.097 TOP PARAPET

1 : 50

screws to be positioned 40mm offset from central aris, mitered joins & seams as indicated

46.01 North West Elevation

All connections between channels to be All connections between channels to be made as seamless as possible made as seamless as possible

57 57

no cut boards to this wall - see detail 42.03 for set out

-0.850 TOP FRONT OF FF LEVEL +1.804 PROFILE +0.000 U/S DATUM +0.000CLADDING DATUM -0.960 FINISH LEVEL all connections to between channels to be fixing screws to be as setpossible out evenly along made as seamless beams as indicated -0.850 TOP OF FF LEVEL -0.850 TOP OF FF LEVEL -0.960 CLADDING FINISH LEVEL -0.960 CLADDING FINISH LEVEL +0.000 DATUM fixing screws to be set out evenly along fixing screws to be set out evenly along beams as indicated beams as indicated

1 : 50 1 : 50

EQ 40 927

46.01 46.01 North North West West Elevation Elevation

no cut boards to this wall - see detail no cut for boards to this wall - see detail ALC.06 42.03 set out 42.03 for set out boards to be set out from center line boards to be set out from center line

3068

boards to be set out from center line

2764

46.01 North West Elevation

All connections between channels to be made as seamless as possible

+2.108 TOP FRONT PROFILE

9.5

ALC.06 ALC.05 ALC.06 no cut boards to this wall - see detail 42.03 for set out

rev

all connections to between channels to be all connections to+0.000 between channels to be DATUM made as seamless as possible made as seamless as possible

9.5 9.5

304

ALC.06 856

40 40

ALC.05 1160 ALC.05

9.5 9.5

40 40

9.5 9.5

3570 ALC.04

40 40

RynoATrim26.10.18 AA1L aliminium profile rundetail amended due to Foundation to wall blockwork behind aliminium front profile change, with preTop 3rd Bridle level indicated, Datum formed corner pieces isntalled at allLine Reset & Ali Channel Adjusted corners B 15.11.18 Rear valley gutter furring level indicated,

41.03 Bi-Fold Ground Detail

304

3068 3068

2764 2764 304

DATUM LINE = 0.895M ABOVE TOP OF 3rd BRINDLE LEVEL

41.03 Bi-Fold Ground Detail

all connections to between channels to be +2.108 TOP FRONT PROFILE made as seamless as possible +2.108 TOP FRONT PROFILE ALC.05 & ALC.06 to be delivered pre welded to site +1.804 U/S FRONT PROFILE +1.804 U/Ssetting FRONT See 46.04 for corner screw outPROFILE

304

1163 EQ EQ

304 856This is not an `As built drawing’. Moon takes no responsibility for other All dimensions are to be checked on site prior to commencement of ALC.03 works and/or preparation of any shop drawings. parties relying on this information. Please note that drawing details are subject to change as a result of Sizes of and dimensions to any structural elements are indicative only. See site-specific issues. structural engineers drawings for actual sizes/dimensions. Sizes of and dimensions to any service elements are indicative only. See Information contained on this drawing 40 1163 1163is the sole copyright 1163 of Moon 40 Design & Build and is not to be reproduced without their permission. service engineer’s drawings for actual sizes/dimensions. ALC.01 ALC.02 ALC.01 This drawing is to be read in conjunction with all other drawings, EQ EQ EQ GENERAL NOTES specifications and other Consultants' information. DO NOT SCALE FROM THIS DRAWING. This is not an `As built drawing’. Moon takes no responsibility for other All dimensions are to be checked on site prior to commencement of works and/or preparation of any shop drawings. parties relying on this information. Please note that drawing details are subject to change as a result of Sizes of and dimensions to any structural elements are indicative only. See site-specific issues. structural engineers drawings for actual sizes/dimensions. Sizes of and dimensions to any service elements are indicative only. See Information contained on this drawing is the sole copyright of Moon 1 : 50 Design & Build and is not to be reproduced without their permission. service engineer’s drawings for actual sizes/dimensions. This drawing is to be read in conjunction with all other drawings, ALC.01 specifications and other Consultants' information. DO NOT SCALE FROM THIS DRAWING.

ALC.05 & ALC.06 to be delivered pre ALC.05 to & ALC.06 to be delivered pre welded site welded to site +2.108 TOP FRONT PROFILE See 46.04 for corner screw setting out See 46.04 for corner screw setting out +1.804 U/S FRONT PROFILE

3068

1163 3570 EQ EQ

41.04 Wall Floor Slab Detail 9460

1160 40 1160 856 304 ALC.05 856 304

EQ 927

ALC.04 ALC.04

1163 EQ EQ

3570 3570

304 304

ALC.01

ALC.03 EQ EQ ALC.03 ALC.01 & ALC.02 to be delivered pre welded 1163to site 1163 1163

3068 3068

ALC.02

1163

3068

40 40 ALC.02 1160

3570 3570 1163

2764304 304

3068

DATUM LINE = 0.895M ABOVE TOP OF 3rd BRINDLE LEVEL

1163

EQ EQ EQ 927 927 927

2764304 304

ALC.04

304

2764 2764 304

See 46.04 for corner screw setting out

1160 856

9460 41.04 9460 Wall Floor Slab Detail

304 ALC.02 856 304 856

GENERAL NOTES

3570

EQ EQ EQ EQ EQ EQ EQ 927 40 40 927 92792740927 927 927

304

1160 1160

ALC.05 & ALC.06 to be delivered pre welded to site

9460

3570 ALC.01 & ALC.02 to be delivered pre ALC.01 to & ALC.02 to be delivered pre welded site ALC.03 welded to site

856

2764

ALC.01 & ALC.02 to be delivered pre welded to site

1160 304

21.11.18 Issued to Rank for construction

15.11.18 Fixing Positions indicated, Partial size adjustments 13.11.18 Proflile design updated in accordance with Dims adjusted Issuedquote, to Rank for slightly construction 21.11.18 Rank Issued for to Rank for construction 21.11.18 Issued 17.10.18 Construction on Site 15.11.18 Fixing Positions indicated, Partial size 15.11.18 Fixing Positions indicated, Partial size adjustments date drawing title adjustments design updated in accordance with A 13.11.18 Proflile 2018 Proflilequote, designDims updated accordance with ANov13.11.18 Elevations & inAliminium Rank slightly adjusted Rank quote, Dims slightly adjusted Details 17.10.18 IssuedProfile for Construction on Site 17.10.18 Issued for Construction on Site B

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The Coach House 18 Sutherland Place Clifton Bristol BS8 2TZ t 0117 9733284 e info@moonarchitectandbuilder.co.uk The Coach House w www.moonarchitectandbuilder.co.uk The Coach House

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project

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drawing to /Rank forno.construction Cscales21.11.18 Issuedjob date 1:50/5 date

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C CB B

pricing

@ A1

drawing title drawing title

SC.21

2018 Elevations &/Aliminium Fixing Positions indicated, BNov15.11.18 BPartial size Nov 2018 Elevations & Aliminium adjustments Profile Details Details 13.11.18 ProflileProfile design updated in accordance planning b regulations construction with

A comment

SUNNYMOUNT - Concept - Part 2 Placement Project Brief The Option 1 - Visual _

clients asked Moon to _SM explore replacing an existing timber lean-to conservatory at the rear of their property,furniture shown for sca _12.10.18 with an intervention more in keeping with the classic styling of the house. The immediate issues associated with the clientâ&#x20AC;&#x2122;s ambition to completely block any view of their neighbourâ&#x20AC;&#x2122;s extension, was that it pushed the size of the proposed to a scale unsuitable to tie in with the existing. The budget set by the client was more than adequate to achieve their exact desired intervention, the issue would be that the space would become too large to feel comfortable in.

_Option 1

_SM

_12.10.18

furniture shown for scale only

Utility Garage

Option 1 _

SM _

12.10.18 _

furniture shown for scale only

Kitchen

Utility Garage Entrance Hall

Kitchen

Study

Option 1

Entrance Hall Living

Study

Living

Option 1

Dining Seating

3 Neightbours Extension

5 Dining

Seating

Notes 1. 2. 3. 4. 5.

Neightbours Extension

large skylight over dining table new glazed sliding door new skylight allowing light to penetrate through to existing space Line of previous 7m scheme roof line above

Ground Floor Plan

Notes 1. large skylight over dining table 2. new glazed sliding door 3. new skylight allowing light to Scale @ penetrate 1:100 through to existing space 4. Line of previous 7m scheme 5. roof line above 0m 1 2 3 4 5

Ground Floor Plan

Scale @ 1:100 0m

SUNNYMOUNT Design Development - Alternative Options SM _

12.10.18 _

Option 4 - Visual _

furniture shown_ SM for scale only

_12.10.18

Option 3 - Visual

During the lead up to the initial concept presentation meeting, myself and the architectural director worked through a number of alternative options. Still innkeeping with the overall brief presented to us by the clients, we began to explore alternative options at a subtler scale.

Option 1 _

_SM

12.10.18 _

Option 1furniture shown for scale only _

SM _

_12.10.18

Utility

furnit

Utility Garage

_Option 3

_SM

Garage

_12.10.18

Kitchen

4 shown for scale only _Optionfurniture

_SM

_12.10.18

Kitchen

Utility

fur

Utility Garage

Entrance Hall

Garage

Entrance Hall

Kitchen

Entrance Living Hall

Study

Dining

Option 1

Living

Study

7 10

Dining Seating

Neightbours Extension

Option 3

Seating

Neightbours Extension

3 1

Dining

11 12

Living

Seating

Dining

12 Study

Entrance Living Hall

Study

Seating

Notes

Notes Notes 1. built in shelving 1. 2. 3.

large dining table 2. skylight glazed over double hinged doors new sliding 3. glazed glazed paneldoor 4. skylight glazedallowing panel enabling new light to view through to garden penetrate through to existing space 5. ofnew glazed double doors 4. Line previous 7mhinged scheme 6. line new opening to provide link 5. roof above between kitchen & dining room 7. Floor no extension Ground Planin front of existing bay to allow light to enter existing space 8. party wall extended & raised to block neighbours extension 9. skylight above dinning table Scale @10. 1:100 skylight over seating area 11. tiled flooring 12. timber flooring 0m 1 2 3 4 5

_Garden Pavilion

1. built in shelving 2. collinade 3. double sided chimney in center of room large over dining table 4. skylight glazed panel new 5. glazed glazedsliding panel door enabling view through to garden new skylight allowing light to 6. newthrough openingtointo existing living penetrate existing space 4. Line ofroom previous 7m scheme 7. line new opening to provide link 5. roof above between kitchen & dining room 8. Floor no extension Ground Planin front of existing bay to allow light to enter existing space 9. party wall extended & raised to block neighbours extension 10. planting used to soften garden Scale @ 1:100 boundary 11. skylight above dinning table 12. timber flooring 0m 1 2 3 4 5

Notes

Neightbours Extension

1. 2. 3.

5 8

_SM

_12.10.18

Ground Floor Plan

_Garden Pavilion 2

Neightbours Extension

furniture shown for scale only

_SM

Design Development - Garden Pavilion 12.10.18 Scale @ 1:100

furniture shown for scale only

In addition to the extension attached to the rear of the property, I was asked to explore a variety of options for a garden pavilion.

Garden Pavilion Garden Pavilion

Ground Floor Plan

Scale @ 1:100 0m

LINKED RESEARCH - LIVE BUILD - MArch Project Brief & Masterplan This project, run over both years of Masters in Newcastle, consisted of Researching, Planning, Technically Resolving and then finally Constructing a number of leisure / education pavilions. The structures form part of a wider Bakethin Masterplan, for Kielder Water and Forest Park Development Trust and were designed in conjunction with Kielder Art and Architecture. The project was funded by Heritage Lottery Fund North East, while the high level of spec was assisted by the labour coming from our group of students and transport costs being covered by Newcastle University APL. We were asked by the client to provide a coherent design package, which together would form a journey for visitors starting at the castle carpark and then heading towards Kielder lake. Thus, providing not just a bird watching experience but additionally aimed to meet the needs of many and reinforce the Kielder Ethos of Education Through Experience.

LIVE BUILD Initial Design Approach - Framing The View In order to provide options for the clients, we as students divided into three groups of three. The aim was for each group to explore differing design concepts, thus offering the clients a number of design approaches to choose from. Wildlife Hide - Presentation Board The existing hide was hidden away and rarely visited except by those who knew to seak it out. To revitalise the bird hide under the concept of Framed Views we aimed to create a new special experience, the form and orientation of the hide is focused on framing four significant views across the site. The wrapping design is expressed in the roof creating a permanent protective cover to the structure.

LIVE BUILD Welcome Point - Presentation Board The design has an intentionally bold, striking form, which opposes the verticality of the tall pine trees that cover the site. The wrapped monolithic form, a theme continued from the bird hide, developed as ribbons that would fulfil the various functions required in the proposed brief. The ribbons of timber interlink forming benches, shelter, bike lock up spaces as they flow between the trees. Openings in the sheltered portion highlight the distinctive views to the canopy above.

LIVE BUILD Viewpoint Detailed Design After the initial presentation, the detailed design stage was undertaken following the feedback issued by the clients. My first job during this stage was the detailed design of the Viewpoint, making sure to design in the necessary features for the constructing of the installation.

+3460

ally treated timber

Naturally treated timber

ened timber facing edge

Blackened timber facing edge

+3460

+170

+3460

Information panel attached In between frames

Fold down seat set in between timber frames

Fold down seat set in between +511 timber frames

+3460

+511

+170

ally treated timber

Naturally treated timber

ened timber facing edge

Blackened timber facing edge

Information panel attached In between frames

Fold down seat set in between timber frames

Fold down seat set in between +511 timber frames

Datum Point

Section AA Section AA

+170

Datum Point -646

-646

Section BB Section BB

Dat Poi

-1048

-10

Datum Point

Dat Poi

-1048

-10

+511

+170

Datum Point

Section AA Section AA +3460

-646

Datum Point -646

Section BB Section BB

+3460

Naturally treated timber

Blackened timber facing edge

+3460

Fold down seat set in between timber +511frames

+511

+170

Naturally treated timber

Blackened timber facing edge

+170

Datum Point

Section CC Section CC

-646

Datum Point -646

10 Datum Point

Section CC Section CC

+3460

+170

Naturally treated timber

Blackened timber facing edge

+170

Dat Poi

-1048

-10

Datum Point

Dat Poi

+170

Datum Point -646

Datum Point

Fold down seat set in between timber frames

+170

-646

+3460

Section DD Section DD

Fold down seat set in between timber +511frames

+511

+3460

Fold down seat set in between timber frames

+170

Naturally treated timber

+170

Datum Point

Section DD Section DD

LIVE BUILD Detailing Roof - Bird Hide My most challenging task of the entire live Build project was the detailing, or rather more engineering required to create the roof. A main issue included the creation of a 6.4m long beam out of maximum deliverable 4.8m beams. Then design how the beam would connect to a column and the foundations for the column. Finaly the actual roof had a very tight design ambition of showing no screws, while being top hung and over sailing the wall line.This would involve an number of intense discussions with our assigned Engineer Artem. Roof Beam to Rear Terrace Beam Connections

Valley Gutter Detailling

Technical Section & Fixing Layout

LIVE BUILD Roof Construction Sequences Due to having other responibilities during this year I couldnâ&#x20AC;&#x2122;t always be on-site, so during the period of time that the roof was going up I had to produce a series of construction sequence diagrams for people to continue the work on site without me. This was one of the challenging tasks of being the sole designer of the roof, in that all questions could only be directed at me. I had to constantly micro manage the construction team during this stage, while also working myself. It was nothing short of exhausting but very exhilerating when the roof all came together.

Lattice Roof Setting Out

NOTE: Repeat same fixing Procedure as shown for ring elements (ALIGN, PILOT, SCREW)

LIVE BUILD Pre-Fabrication - Central Roof Beam & Column Learning from the previous Live Build Project, we learnt the value in Pre-Fabricating Elements Off-Site. This was required for the central beam due to its length and complicated design, it allowed us to acurately and cleanly construct the beam. While the use of Cut Lists throughout the project was vital to keep track of the various elements, Reduce Wastage and help us remian within our Tight Budget.

LIVE BUILD Pre-Fabrication - Roof Scissor Beam & Wing Repair Due to confusion while on-site and one vital dimension being left off of the working roof construction drawings, elements of the Oversailing Roof would require to be pre-fabricated at both the University Workshop and the Kielder Workshop. A Scissor Joint was required to allow the roof to overhang at the ends of the birdhide, while resting on the wall line and being connected with a number of smetal plates.

LIVE BUILD The Bird Hide

THESIS PROJECT - MArch Basic Project Outline This was the primary design and research module of my last year of academic study at Newcastle University. The brief had a basic outline of Investigating a Craft and then developing an Investigation Strategy to define and create a Realistic Brief. Due to my previous experience and interest in wood working I choose to investigate honest detailing with timber. My prior relationship with the area of Kielder Forrest due to my Linked Research Project, along with further research into the diminishing industry and materials available in the area led me to investigate a project based on the Cross Laminated Timber.

Design Opportunities â&#x20AC;&#x201C; Kielder Lake â&#x20AC;&#x201C; Bakethin Weir The Bakethin Weir, a middle point within Kielder Lake had the potential to enable a dramatic yet settled intervention into the landscape. Due to its position within a natural amphitheatre, elements of the program could be hidden away from wide views, while other aspects of the surrounding landscape can be designed into and expressed through the intervention.

Northern Industrial Axis VS Souther Leisure Axis

All stages are Expressed Along the Public Facade

Leisure Elements Create Enclosures and Frame Visitors Attention Towards the Landscape

Access is Mitigated Depending on Programme

Above are serious of diagrams showing the developing of how I planned to interconnect the two main functions of my project across the site e.g. Industry vs Leisure/Education

THESIS Programs of the Site My intervention within the site of Kielder looked to tie in with both parts of the sites existing program of Industry & Leisure / Education. Firstly, I looked to connect into the existing timber industry present within Kielder, by producing a program that consisted of the following: Raw Milling of Kielder logs, Fabrication of CLT panels, Design & Prototyping Studios for the creation and testing of new joints and systems and Testing of CLTâ&#x20AC;&#x2122;s tectonic and fire resilience. Thus, hoping to restablish the diminishing industry in the area & beyond. by creating a centre based on putting the UK at the forefront of a New Age of CLT Design. Matter Production Line - 1:100

THESIS Education / Leisure Program VS Production Line Program Analysing the existing CLT factories of Austria and SE Germany, I looked to design the project around the factories production Line, while also considering how the Education / Leisure program- can be intertwined. Exploded Axonometric 1 : 250 An example of this is the Glass Front which expresses the Stages of the Production Line. The quality control/ storage points of the production line are located to the public front of the facility, enabling people in the forestry tower and the external CLT pavilion garden to understand the processes undertaken within the building by merely studying the facade.

THESIS

Exploded Axonometric - 1 : 250

Building Form

The form of the facility came from setting the industrial elements of the program to the industrial axis of the northside of the lake and the leisure elements to the leisure orientated axis of the southern side of the lake. The Tower and Public Installations were designed to express the Sculptural Opportunity of CLT and the potential of my proposed structural system. While the testing facilities design bridges the gap between the needs of the program and the joy of the site opportunities.

Tower Framed Views

Forestry Tower

Glass Front Storage

Management Pods

Framing and expressing the Landscape

Production line stages expressed along glass fronted bays

Production line control points are hung from the roof structure

THESIS Drawing People Into the Facility I created a New Destination for visitors based on Education & Experiencing the Landscape, while drawing from the Existing Design Language of Kielder Art & Architecture Installations. This formed the decision for the tower which possesses carefully designed views, aimed to educate the visitors about how the park is managed but also to draw people to specific parts of the landscape. Care has been taken as to when the visitors should be emersed within the Fabrication & Testing Program, and when to draw their attention out of the facilty towards the surrounding natural amphiteathre of the Bakethin Weirs Northern Lake Side.

Visitor Discovery Routes

Visitor Discovery Routes Foyer (View to North Peak)

Level 1 (Site Layering)

Landscape

Level 2 (Small to Large Scale)

Level 3 (Site Scale)

Level 4 (Forrestry Management)

Cafe (North Lake View)

Programme

Jurney Through Facility

First Visibilty of Tower

Bridge Crossing

Forrest Education Centre (Entrance)

Internal Demonstration Area

Foyer (View to North Peak)

c a

Jurney Through Facility

Arrival - Northern Side

The first view of the facility is of the Tower dominantly protruding from tree canopy on the North Side of the lake, with the bridge leading you across

Jurney Through Facility

Tectonic Testing (Shake Plate)

Testing Facility Roof Top

Fire Testing (View Through Skylight)

Roof Top View-Point

Education Pod Entrance

Factory Observation Pod

Education Pod End

Foyer (View to North Peak)

Level 1 (Site Layering)

Level 2 (Small to Large Scale)

Level 3 (Site Scale)

Level 4 (Forrestry Management)

Cafe (North Lake View)

Level 1

Tower View - level 2

layering of the Site

Level 2â&#x20AC;&#x2122;s view is all about showing the scale of the site, the view directs you down to the shore line, then to the opposing Shoreline and finally to the mountains beyond

Vistior Discovery Route Stage

Arrival - Northern Side

Tower View - Level 2

The firest view of the facility is of the Tower dominatly protruding from the tree canopy on the North Side of the lake, with the bridge leading you across

Level 2â&#x20AC;&#x2122;s view is all about showing off the site, the view directs you down to the shore line, then to the opposing shore and finall to the mountanous peaks beyond

Programme

Jurney Through Facility

Site Arrival

Landscape

THESIS Visitor Discovery Routes Visitor Routes Visitor Routes e e

f f

e e

d d b b

f f

c c

a a

d d c c d d

c c

g g

f f

b b

f f

Factory Floor Observation

e e

a Poda

Education Pod - Observation Point

Off of the Education Pod is access to two Observation Pods, which allow the public to overlook part of the factory floor enabling them to engage with the programme safely

At the end of the Education Pod is an Observation Point, directing visitors attention to the prominent Peak to the NE and to one of the Workers Circulation/Release Pod

Public Access & Observation Pods Public Access & Observation Pods

Workers Circultation & Process Control Pods Workers Circultation & Process Control Pods

Vistior Discovery Route Stage

Factory Floor Observation Pod

Education Pod - Observation Point

Off of the Education Pod is access to two Observation Pods, which allow the public to overlook part of the factory floor, enabling them to engague with the production line safely

At the end of the Education Pod is an Observation Point, directing visitors attention to the prominent peal to the NE and to one of the workers Circulation / Release Pods

URBAN HACKING- SYMPOSIUM - MArch Inital Site Visit & Mapping - West Kruisake - Rotterdam This was the first design module I undertook at Newcastle University, it was based within Rotterdam around a contentious area known as West Kruisake. The brief stipulated looking at site analysis in a Less than Conventional Way. Me and my partner decided to look at approaching the site at a Personal Level, e.g. getting to know the people inhabit it. We became aware of a close knitted community who all seemed to know each other and were working for the betterment of the area. This can be seen best on the mapping below, we have indicated the location of the meeting and connected people together who have had any direct contact with other persons or TOKO 51.

SYMPOSIUM Building on the Existing Communal Art Programmes The Community Art Initiative (CAI) annual event calendar, was planned a Series of Events which hopefully create more integration between the variety of cultural groups present in the area. The poster below shows when events are scheduled to begin and for how long they will last for. It is meant to be easy to read and diagrammatic so the community and Rotterdamers can easily find out exactly when events are occurring along the West Kruiskade and at TOKO 51, the pivot point and base node for the community.

SYMPOSIUM Annual Arts Calender During the site visit I met a number of people working for and within the local community. They had begun to produce a series of art, music and cultural events, mainly held in TOKO 51. We produced graphical images for a series of events to cover a multitude of interests, in a hope to allow everyone within the community and in the surrounding area to be included.

Community Installations The basic idea was that during any CAI family event artwork would be created, these would be installed along parts of the street. Thus either highlighting or hiding the positive / negative elements of the street.

Repurpose old CDâ&#x20AC;&#x2122;s / Disks

Street Portrait of Portraitâ&#x20AC;&#x2122;s

Facade Rope Parabola

SYMPOSIUM Symposiumâ&#x20AC;&#x2122;s Purpose The reason why Iâ&#x20AC;&#x2122;ve included this project within my portfolio is due to the pure graphical nature of the work undertaken. Due to the development out of an interest in street art the entire project took on a very advertisement / graphical nature. This required me to learn a series of new skills in order to portray information as clearly as possible. These skills have remained with me and were continually developed throughout future projects.

Part 2 - Urban Hacking The symposium was the initial stage in a 2-part project, the aim was for us to find a need and create a brief by exploring and investigating our designated area in unconventional ways. Once that had been achieved we then progressed into looking for a solution/strategy for dealing with it. For me the next stage took form of creating an community arts center based in the heart of West Kruiskade, where the sole design ambition would be the integration of the differing ethnic groups and new immigrants into the community.

THE COWSHED - Part 1 Placement Project Outline This scheme was one of the last projects I worked on while at Clague Architects, the brief was to redesign an element of a larger development based in London. The site issues included height restrictions, a requirement to connect floor levels to the existing schemeâ&#x20AC;&#x2122;s walkways (Shown in Section) and a need to mitigate the overlooking of the nearby residential gardens. Front Elevation

Ground Floor

COWSHED Design Approach In order to mitigate these issues, the lowest floor level was sunken into the basement and a light-well was developed to improve light and air qualities in the space. While frosted glass windows on the ground and first floor, sky lights/ lanterns and two enclosed second floor courtyards reduced light pollution and overlooking into neighbouring houses while creating light and airy spaces. I feel that these constraints provided the necessary restrictions for a stimulating scheme to emerge, one which I am rather proud to put my name to. Section AA

First Floor

d Residential Development ODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

223 MALDON RD - Private Work Project Outline



 

 A private client asked me to investigate the possibility of extending their Victorian House, they wished to open up the kitchen, create a better dining room and to produce a seating area with a view out into the garden. I worked on this project in my spare time for two weeks when first starting my year’s placement. Site width issues and the location of the first floors windows reduced my options in terms of design. In the end I looked at a single pitch roof leaning against the existing external wall, in order to retain the doubles to the back the extension area. I also raised the floor level to create a level threshold access between the extended and existing. Proposed Ground Floor

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

 



 

 



  

 

 

  



 



 

 

  



  





 

PRODUCT COWSHED Rear Elevation  

 

 

Section AA





EXTRACTS OF PAST WORK Building Fabric - MArch - 1st Year - January 16 - December 16 1:50 Sectional Model & Technical Section

Building Fabric

Second Floor Plan - 1:100

Roof Plan - 1:100

First Floor Plan - 1:100

Ground Floor Plan - 1:100

Technical Build Up Section - 1:25

EXTRACT OF PAST WORK Urban Hacking - MArch - 1st Year - October 15 - December 15 1:100 Section - Hacking Production Line & Street Visual

EXTRACT OF PAST WORK Urban - BaHons - 3rd Year - January 14 - July 14 Streetscape Design Apporach Models & Test Visuals

EXTRACT OF PAST WORK Urban - BaHons - 3rd Year - January 14 - July 14 Dusk Street Sceen Visual

Modular - BaHons - 2nd Year - September 12 - December 12 Rear Courtyard Visual