Kier Bothwell - Architecture Portfolio - Architectural Assistant Part 2 by Kier Bothwell

kier bothwell

architectURAL ASSISTANT - PART II

“Architecture isn’t just for special occasions. Expectations need to change. Places for daily activities should be highly valued. People can have more than they think. We expect great qualities in buildings like museums; Shouldn’t we also expect them in places for everyday living? An individual’s self-image is based on the quality of his or her daily life.” __________________________________________________________________ Julie Eizenberg, Architect (2006)

KIER CALLUM

BOTHWELL _____________________________________

kierbothwell@hotmail.com // +44 (0)775 435 0493

Nationality: Irish // South African Current Address: 109 Pembury Road London, N17 8LY United Kingdom Date of Birth: 02.10.1989 Gender: Male Marital Status: Single Languages: English // Afrikaans Irish Passport No.: PT3306905

EDUCATION University of the Witwatersrand Johannesburg 2013 // Master of Architecture (Professional) dissertation passed cum laude 2012 // Bachelor of Architectural Studies with Honours design studio passed cum laude 2010 // Bachelor of Architectural Studies architectural design & theory III passed cum laude St Stithians Boysâ&#x20AC;&#x2122; College Johannesburg 2007 // Full Matric Exemption (Independent Examination Board)

CONTINUED EDUCATION 2011 // Student representative for the South African Council for the Architectural Profession (SACAP) accreditation for the University of Cape Townâ&#x20AC;&#x2122;s School of Architecture 2010 // Digital Design and Fabrication Workshop held in Johannesburg by Kristof Crolla & Jeroen van Ameijden from the Architectural Association School of Architecture in London

PROFESSIONAL EXPERIENCE Chapman Taylor London 2014-2017 // Architectural Assistant - Part II design development from concept / feasibility through to detailed technical documentation & delivery by means of revit, project coordination between contractors & subcontractors both on and off of site, CPD facilitator, BIM lead committee member, office technical practice induction facilitator

REFERENCES AVAILABLE UPON REQUEST

Hood Napier Architects Johannesburg 2014 // Candidate Architect (Part II equivalent) 2011/2012 // Intern (Part I equivalent) design development, 3d modelling & rendering in revit, autocad drafting & technical documentation, presentations, project management, site management & snagging, client / architect liaison

HONOURS + AWARDS DM Burton Prize The best graduand in the discipline of architecture // 2013 Saul Margo Memorial Prize The final year student whose performance over the entire curriculum for the degrees of architecture is judged to be the most meritorious // 2013 Frank Gordon McIntosh Prize in Architecture The Master of Architecture (Prof.) graduand who submitted the best architectural design and discourse on some aspect of architectural construction or the best set of drawings // 2013 Second Year Design Studio Tutor // 2013 The Everite Prize The best graduand in the Bachelor of Architectural Studies // 2010 Gauteng Institute for Architecture Award The Bachelor of Architecture Studies graduand who submits the most comprehensively resolved major project in the course ‘Architectural Theory & Design’ // 2010 MDS Architects Prize The student who submits the best design project for a commercial building in the final year of study for the Bachelor of Architectural Studies degree // 2010 Certificate of Merit // 2010 The Dean’s List Awarded to the top 10% of students in the faculty of the built environment // 2010/2012/2013 Member of the International Golden Key Society School Prefect // 2007 Academic Colours // 2007 Art Colours // 2007 Shirley Woodhouse Award for Art // 2007 School Art Prize // 2005/2006

SKILLSET Computer Autodesk Revit / AutoCAD / Adobe Photoshop / Adobe InDesign / Microsoft Suite Basic Knowledge: SketchUp Pro / Adobe Illustrator / Rhinoceros / Grasshopper Physical Model production / Hand drafting / Written & verbal communication

PROFESSIONAL

EXPERIENCE _____________________________________

_________________________________________________________

CHAPMAN TAYLOR INTERNATIONAL ARCHITECTS, MASTERPLANNERS, DESIGNERS

____________________________________________________ THE LEXICON

bracknell, england // 2015 - 2017 Re-development of an existing 1970s shopping precinct, as part of the wider town centre regeneration of Bracknell. The project accommodates 60,000m² of new retail and leisure space and comprises two integrated components: Charles Square – The scheme includes a new anchor store and associated shop units to provide 10,000m² of retail space, improved vertical circulation and linkages and associated public spaces. Northern Retail Quarter – The Northern Retail Quarter comprises 6 new-build blocks including major shop units for Marks & Spencer and Fenwick, as well as a new 12 auditoria cinema at first floor featuring a 4DX cinema for Cineworld and the conversion of an existing office tower into a residential tower. As block architect responsibilities included the delivery of GA drawings to technical details, the coordination of structure & services, sub-contractors, tenant & client across multiple blocks, including the cinema, while acting as project BIM lead. The Lexicon will be opening in Autumn 2017. RIBA work stages: 4+5 Cost: £240m Opposite Page (clockwise): Site Plan BDP Architects View East between Blocks 2 & 5: - Photograph prior to redevelopment BDP Architects - CGI of proposal BDP Architects - Site progress photograph - February 2017 Kier Bothwell View North towards Cineworld entrance BDP Architects

KEY PL 3 21-590 5-1

5-2 2000

5-3

5-4

5-6

2500

22-501

5-7

5300

5-8

3650

5-9

4150

5-10 5-12

4125

3675

5-14

1625

5-18

5-16

6175

7800

5-19

7800

5-20

7800

20-502

5-21

7800

5-22

22-510

5-23

7800

5-24

7800

5-26

5-27

2200

5600

5-28 4400

5-29 3400

5-30 7050

5-31

2245

21-520

5-A 2200

5-B 2200

22-505 845

620

5-F

4280

5-C 5-E 5-D

UNIT 5G

UNIT 5H

UNIT 5J

UNIT 5K

UNIT 5KA

UNIT 5N

UNIT 5L

NEXT - UNIT 5P

7800

FOR BWIC TO ESCALATOR SEE TECHNO LIFT UK DRAWING: PQ61125

NOTES

THIS DRAWIN DIMENSIONS

5-G

UNIT 5Q

ALL DIMENSIO ANY DISCREP SHOULD BE R

AREAS INDIC THEY RELATE CURRENT ST THE BASIS OF VIABILITY, PR SHOULD INCL DECREASES BUILDING PR

5-H

CON 7175

UNIT 5F

5-J 625 2250

5-K

FOR BWIC TO SUBSTATIONS SEE HLP DRAWING: HLP-05-0G-69-406

5550

FOR SETTING OUT OF PARASOL BASES SEE DESIGN LSM DRAWING L13 2782 01-01

UNIT 5R

FOR BWIC TO GOODS LIFT SEE TECHNO LIFT UK DRAWING PACKAGE: T4PO1500

5-L

UNIT 5T

775

5-M

SPKLR VLV RM

FOR BWIC TO PASSENGER LIFT SEE TECHNO LIFT UK DRAWING PACKAGE: 2PO1000

5-N 5425

5-Q

UTILITY TELE.

LL IT HUB

UNIT 5U

GAS MANIFOLD METER ROOM

FOR BWIC TO GOODS LIFT SEE KONE DRAWING PACKAGE: 7400-BLK05-GL-01

4800

21-521

SUBSTATION 03

WATER MANIFOLD

1600

5-P

UNIT 5E

22-545

UNIT 5D

5-R

E2 1

3000

FOR BWIC TO SUBSTATIONS SEE HLP DRAWING: HLP-05-0G-69-405

SUBSTATION 01

4120 CINEMA ELEC.

5-T 5-U

3180

5-V

UNIT 5V/W/X

500

WAITING INSTRUCTION ON PLASTERBOARD LINING TO BLOCKWORK WALL. MACE TO CONFIRM .

TENANT ELEC.

4145

21-522

22-523

FOR BWIC TO UNIT 5B PASSENGER LIFT SEE KONE DRAWING PACKAGE: 7400-BLK05-PL-02

UNIT 5B 3655

5-X 30

CINEMA FOYER

5 92 5 34

4800

15 70

sin

70 47

n ow 23

tile

T 0,1.O.C 70 .

pa v in ing a frase ed dum t vil ge p ro lag be ck e c am e ob mb ble ed w de ith d ro ad

pd ste ow

D 18

10 11

00 10

5 11

rag

12 5 W

75 into Ø rw me wa dp c sh ll u ha & p sin sed las g w ter ire

11 6

0 fi

D 18

ste

tile s T 0,1.O.C 70 .

10 in 0 Ø ac Duc OVP ce t w ss ith pa ne W ls

ste

10 0

0 fi

23 0

sto

slid

65 24 @

ath

9 85

5 ll

Th ri ch is dra ght: pe ange win co rmitte s to g is arc pied d w the in copy co hite or u ithou tern right re s c co mply t. A ed b t firs al o rese ll m y de r t w Ge s & ith th ate any confi externrved a b 75 Th nera uild e N rials othe rmin al s nd re g a into Ø rw de e arc l n ing s tion to be r part wit tructu ma in me wa dp c sc tails hite ote ocie al B SA y or h the re b s th sh ll u ha u a B ty of led, etc. cts s s: reg ildin S o othe arch y an e pro & p sin sed s th p g u ula g R r ag r d ite y o las w p all eir se hall ecif all ter ire tio eg ree esig ct. the erty us work resp figu take icati 90 plum N ns ula r o 0m b . tio men ner w o pa desig f the Co ed & to b ecti red d pre on, in ns t b m ing all ntr ap e c ve im fera str aw pip oa itho rt of n pa arch (S th p k e a p ut lu u a th to in AN rd e ay es n n c it rt m to loc tor lied m rried ds a sion ce to ction fr S 1 app perm is dra y w ect a to nb be a bin ill n 04 rov r re cc g a om w be Pro be re al bu to arr ust out nd s on the s, la 00 ed issio wing not y to alls gu ord bov m ha vide mov ildin ang be re in str co ly. A se d rger ) th . A n fr m be g e b n to inimu latio ing to e gro ra ll a s e e ic it a fo fe 10 ab nd d fr ins and rr t a ns se nm ap ll wo om th y be rm ma win cale the un we pli rk 10 d wo 400-O le ro ere om pecto en ed to ccord wit teria gs. d d ca to e r c 450 s ble on m laid 0Ø s ap rkm . T oms ct in the s rate ure usin an h SA l an The etail pro an he SA to app ite, . O tha g ce w BS d w se s dra to oil p necti m in s d m B a v b S o h t v n a m ip a ro o al rch e S ip all an ith sta rk raw win e n n ert c v in. e to lev Dra ttin of th . The itec prov ed p d ma omp req ufac arch nda man ing gs, fall sa el g o e b co t w ide os y n leti uire tu ite rds ship s a en he win of bs s ut, uild nstr ill no d wit ition ot b on o d in res p cts and to re n gine 1:4 ta the ight gs a ot ing uc , s f e h e t ri in e s b 0 nda o re pla tion be h natu stan use contr pecti nted struc pec e the to b rs fou con f pli rds pre xca d d e if o ti lev nda trac nths pare vati ns th of th eld re ral li ard as act, ns a instr ons icati bes rou e b sp ght arc fill, all re uc . M on t arc els d tions tor & num d fr on gh uil on an hite unle rub carr tion ate s, d s b d s ri an hite eem to b eng ber om s & s c c als c ite oun ing m ible fo ven ts no ss o ish a ied o . co d an t. A ed n e a m inee of ste urfa op cil. ay r th tilati tice therw nd ru ut b no rrecti y dis ll lev ece inim r on ps & ce e no o y xa era tifi cre els ss t c e qu n as boa ise bble o u sit om ali rd d Str ed at n. The pan , dim ary on m 50 e & c final fi mina tions me ty o set o . All irecte is c ti o nc f th ut Bu uctu the ti arc ies ensio site 0mm nfirm nishe on o d. ew e in ral me hitec are to ns, mus belo ed d gro f site SAN SA De ild in ith NS ou no of co t wil be buil t be w with un on S 1 Fo pth pre t d ly l d o te c th by unda f fou ast s: mme not b report ing li first e fin the a leve . De 040 re 0 n p rc nc ls e on eng tion nda pres ing he ed to es a port ishe hite to th o -G in s we dam eer. to b tion tress wo ld re th nd ed d gro cts be d f fou & F e o . to rk s n Pro ll co p pro Ne e se trenc ed c on pon arch ther and und Top eterm dati sills vide mpa of m w co t on hes oncre sit sib ite data ap . An of a in ons le ed e. c , fin & p app cted em ncre firm to be te li for t an to prov y ch ll by b ed ang dim d e be sp ished rovid rove fill. T ran te su supp a m ntels c n b e e e h e g ns ine ec y th s o rec cifie wit e v d dp op o DP rfac orta in o (SA ion er ke f h do e sid eive d. A 30 ertica c (g f co M (g e be ble g f 500 BS a fo l u m d n ns err r wit es. A bric ll bri m m l dp ndle cre unp to roun mm appro ors ite b te nu h eq ll sta kforc ckwo inim c.s to bric su las g e a d a belo ved if n no 10 mbe ual tr irs e ev rk to um all kgri rface reen minim d to w gro ) ab t p u o 0 r fin mm of ri ead nles ery c rec san chan or bed or e um be c und ve d e of ishe balu sers s 25 s oth ours eive ce ges quiv to b quiv of 1 hec lev all o pe de floo s mu ste exc 0mm erw e fo bric men of fl ale e a alen 5m ked el. nin gs all molit r finis st re r spa eed min ise r 3 c kforc t scre oor nt ) u min t) on pa 1 & co le . 0 d dim ion he m n o a cin five imu eta ours e e ed ve nde f 1 sa 0m firm Ro ensio of all s whe in cong acc & 1m m. P iled to es e very 4 unles ls. All r all w50mmnd bli m thic ed nd o ns wa n all co s o su h rov a h xte in k Ra of n s sta rd ote to be lls to b creed nt. c ing to igh to ide haave e nding urses therwrface s & w bove g on co fters ch ba ind NG ise be N 1m a nd qu e sis on req urse & tr SA ecked confirmlaid. tracto BR. T lconie rail a al rise pas ll ope deta ds to ow L. be uire s of usse r to he t9 rs t o nin ile be s on NS b ins twee d fla rick s to sit ed b tak FFL & la 00m 185 pen gs to d or 10 ep ys s mm ing e a at ndin m gri ulati n ro hing work be ti 40 rio tru h o cc c o e r to ctu 0ou han gs a eigh max n bo sc ll or on o f an s an . Pa d d ra n nt ree ce ve rap ow t g ord l L d ra o es d a wh imu th r dp dc e n d e ie

60 sh

all

T 0,0.O.C 00 .

D 18

ff r

15 7

ste

17 0

30 fire min do solid or

CTL

00 10

s rooerve m r

0 fi

20M

k 0

0 28

23 0

rcl 5

ht mm

24 @ 11

tile

10 00

70 e slid

0 60 0 23 00

28 0 28 28 0

0 62 56 0

sin

sto

COMPANY CODE

D 19

A199/BRCR

sta

wh b

D 11

11 15 D 11

sin

ile

gu es t

ste

rcl

ery y

T -0,5.O.C 10 .

D 10

1:200 Scale Bar

tile

Sid an e sh co d flo owe an rrec or to r wa d w tly lls b ate sea e rpro led ofe d

D 11

JOB NUMBER

5-25

0 28 0 28 0 28 0 28 26

t/d

ull

20 5

w/m

tile

D 12 m

ins sta itu c 12 to irca ast 00 en se con gin ac cre ee co sta rs rdin te ris ir no de tails g tre ers @ te: lin ad eo s @ 17 f rc 0 28 mm bri 0m dg ea m bo ve

an tr

tra

tile

s lin

11 11

T 0,0.O.C 00 .

fin to al kit sp ch ec en ialis e kit t d lectr co chen 48 etails ical 00 lay to unte lay ou sp rs ou t ec an t d ga ialis d c eta s ex sto t d upb iling tra v eta oa , cto e ils rds ra bo ve

win

30 48

elv

27 0

66 23

sta ris ir no tre ers @ te: ad s @ 17 0 30 mm 0m m

p/b

slid

tile

30 60

kit

T.O 0,0 .C 00 . 70

ow n pd ste m

stu

tile

lle

10 cu to pb an spe oard sh d s cia s a elv pe lis nd es cif t jo sh ica in elv tio ery in ns de g tail ing

D 11

d/w

ga se s bo e d ttle eta sto il a ra nd ge no tes

s lin

D 13

s lin

0 ga

n ste

ow 05

D 11

0m fold

ing

cu to pb an speoard d s cia s a pe lis nd cif t jo sh ica in elv tio ery in ns de g tail ga ing s fire

43 30 02 23

roo

din

tile

T -0,5.O.C 10 .

pla

pa v in ing a fras ed dum et vil ge p ro lag be ck e c am e ob mb ble ed w de ith d ro ad

0 23 70

ily

fam

tile

slid

D 21

T -0,6.O.C 80 .

0 46

bo un da sto ry re rm w ho gula wate all en les r inte r to gin ac ee cordrvalsdisch rs sp ing thro arge ec to ug a ific nb h t ati r a we on nd ep s

5-FF

5 39

sc laid reed to & ti a m les in fall

BLOCK GROU GENER

495

4 1

ium

atr

wa by ter fe sp ec ature ialis t

21-520

tio

sta flo inle ho or le ss s all rizon vel teel all to s tal ruwith han & S balu pecia nn s/s b drail AN stra list ing alu @ S 1 de de ste ste 1m 01 s to tails el ro rs a hig 60 co ds nd h a bo mp ve ly wit hS AN S0 40 0

5-EE

lac

DRAWING TIT

UNIT 5ZB

rep

29 @ am

s fi

lou

red

tile

22-561 8

24 20

10 0 in Ø ac Duc OVP ce t w ss ith pa ne ls

mm 75

0 23

s lin

tile

ga ga s lin lo s bo e ac cate ttle se ces d be stora e d sib lo eta le fr w s ge il a om lab nd g & no ard tes en

34 ga

T -0,6.O.C 80 .

75 into Ø rw me wa dp c sh ll u ha & p sin sed las g w ter ire

0 0

30 02

72 3

014 23

10 str 0 x to uctu 100 to eng ral p mm ma . sp os ste el tch ec t win ., pa lin do inte w sla e of fra d b a can me bo tile ve ve red

slid

pro po pos wit sitio ed p h p n to oo l oo l s be c pum pe on p cia firm list ed

fold

raa

5 ga

tile s T -0,8.O.C 50 .

10 E Lon W2 Tel Fax

5-DD

Cha Inte 00

ed to & ti a m les in fall

ialis

Tel +

sc laid re

CLIENT

23 red

13 41

UNIT 5ZA

lin sla e of b a can bo tile ve ve

DATE

ARCHITECT

28 87 0 24 17

ste

0 23

allo

12.06.1 09.06.1

www 19

fin de al nu wit term mbe h a ine r o rch d o f ste ite n s ps ct to b ite up efore and be co confi ns 1 tru rme cti d on 2

10 0 15 in Ø R 10 ac Duc WD ce t w ss ith P pa ne ls

02 01

5-CC

2875

lan

15.12.1 24.11.1 20.11.1 19.10.1 03.11.1 31.07.1

06 05 04

4650

10.03.1 19.01.1 14.01.1

gro u scRevit ale nd fl 1:5 oor 0 p

7800

24.03.1 15.03.1 10.03.1

155 M Lond

RW pro pip tec e to ted b fro e m loa

06.04.1

10 09 08

5-17

Level 0G - GA Plan

5-AA 5-BB

Block 05

10.05.1 11.04.1

UNIT 5Z 34

sta ris ir no tre ers @ te: ad s @ 17 0 35 mm 0m m

20 18

5-15

5-13

13 12

5-Z

5-11

all 90 plum 0m b m ing all a p to plum way ipes fr to nb be a bin r re cc g a om w be alls gu ord bov m to inimu latio ing to e gro ns se nm the un we d 10 r c 450 on m laid 0Ø s to oil p necti m in ve a m ip o n rt le in. e to ve fall sa l b of s 1:4 sta 0 nda rds

22.06.1

5-Y

all 90 plum 0m b m ing all a p to plum way ipes fr to nb be a bin r re cc g a om w be alls gu ord bov m to inimu latio ing to e gro ns se nm the un we d 10 r c 450 on m laid 0Ø s ne m to o2000 il cti inv a m pip on ert e in. to lev fall sa el of bs s 1:4 ta 0 nda rds

1940

04.07.1

5200

22-549

22-529

STAIR 53

1100

co po ntrac po sitio tor lin int o n of to co ea n s n cc site ewe firm re ord a r c ing nd a onn se 1,5m ly we dju ecti r c awa st on y fr sp on ne cti om on

05.07.1

2600

3550

5-5

27.07.1

PROJECT UNIT 5Y

700

co po ntrac po sitio tor lin int o n of to co e a n s se nfi cc ite we rm re ord an r c ing d a onn se 1,5m ly we dju ecti r c awa st on y fr sp on ne cti om on

FILM DROP

FOR BWIC TO CINEMA ESCALATORS SEE KONE DRAWING: 6331011-005-020-01

1800

5-Z

09.08.1 04.08.1

REV

NOTE: LAYOUT OF OPENINGS IN SERVICE YARD SLAB & BWIC WITH COMPACTOR TBC BY Hoare Lea / PINNACLE

5300

5-Y

23.09.1 12.08.1

19 18

STAIR 52

5-X

CINEMA LOBBY

29.09.1

5-U

CINEMA PLANT ROOM

UNIT 5C

5-W

21-521

04.11.1

44.40 m²

FOR BWIC TO CINEMA PASSENGER LIFT SEE KONE DRAWING PACKAGE: 7400-BLK05-PL-01

5-S

EXACT LOCATION OF SCISSOR LIFT TBC BY CMT; LIFT SIZE VARIES FROM ERs

FOR BWIC TO SCISSOR LIFT SEE KONE PROPOSAL: 16 / 5767461.4

5-2

5-1

5-3

5-5

5-4 2500

2000

5-6

1750

5-7

3550

5-8

3650

4150

5-9

5-10

4125

3675

5-11

1100

5-13

5-12

525

5-15

5-14

4235

1940

4800

5-17

5-16 3000

5-18

2000

5800

E13 5G_056

SUBSTATION 01

1390

635

1390

5G_068

CINEMA ELEC.

500

TENANT ELEC.

300

LV (GATES)

CINEMA PLANT E15 5G_059 ROOM

910

E15

2200

5G_060

2035

E1 5G_061

815

1378

1490

FWP

BLK-501

35 CUBIC YARD CONTAINER

440

CINEMA GAS ROOM

+72.010 FFL +72.000 SSL

FWP

570

675 389 580

475

RWP

2087

10 71 5

FWP

UNIT 5B

BAL-812

AWAITING INSTRUCTION ON PLASTERBOARD LINING TO BLOCKWORK WALL. MACE TO CONFIRM .

BAL-812

1800

A12

DRG-121

5G_090

1800

A11 5G_006

A12

DRG-101

5G_089

CINEMA FOYER

BRK-102

EWG-152

1700

+72.000 FFL +72.000 SSL

D3 5G_062

RWP 551

223 2

BLK-302

1135

KEY PLAN

700

° .50 22

22 .50 °

637

22.50°

1800

DRG-101 DRG-101

300

2600

RWP

5-Y

5-Z

NWS

FILM DROP

FOR BWIC TO CINEMA ESCALATORS SEE KONE DRAWING: 6331011-005-020-01

CINEMA LOBBY +72.010 FFL +72.000 SSL

2625

BLK-302

1130

324

1163

5300

A11 5G_007

EWG-152

433 708

FWP

324

539

RWP

1154

BLK-303 BLK-302

324

522

00 26

2600

3655

5G_008

LV (GATES)

910

943 0

2060

4145

2600

5G_009

5-X

9380

FOR BWIC TO UNIT 5B PASSENGER LIFT SEE KONE DRAWING PACKAGE: 7400-BLK05-PL-02

5-W

FWP

1291

2719 725

FWP

2000

LV (COMPACTOR)

438

150

RWP

5-V

E29 5G_058

330

FWP

239

1045

3180

FOR BWIC TO CINEMA PASSENGER LIFT SEE KONE DRAWING PACKAGE: 7400-BLK05-PL-01

FWP

UNIT 5C

575 648

C6 5G_065

SHOPFRONT BY TENANT +72.000 FFL +71.925 SSL

1376

470

5G_067

5-T

EB 2810

580

1810

750 FWP RWP

FWP

COMPACTOR

2400

5G_066

BLK-501

2810

E29 5G_057

2279

C6.v

1810

2028

4120

RWP

114

350

FWP

+72.000 FFL +72.000 SSL

988

EB 361

RWP

5G_069

1065 FWP

BLK-302

FWP

1810

3000

BLK-111

1000 391

1539

FWP

5G_010

1217

BLK-303

FWP

124

1000

860

1065

1265

5-R

1835

5-S

325

FOR CONTINUATION REFER TO 1 / 20-501

5-U

BLK-302

175

UNIT 5D

22.50°

1800

A11

5G_005

5G_004

1800

1760

Façade Materials Legend

RWP

5G_001

748 600

1135

615

103

2035

103

2050

HANDSET BRICKWORK 673

BRK-102 BRK-103

SHOPFRONT HOARDING PANELS

5G_003

5G_002

1 6

BRK-101

SHOPFRONT BY MACE

BLK-111

323 FULL HOARDING BY MACE (SHOPFRONT BY TENANT)

CAN-201

DRG-101 DRM-111

Level 0G - GA Plan - Zone B

NOTES

DRM-201

THIS DRAWING MUST NOT BE SCA DIMENSIONS

DRM-161

ALL DIMENSIONS ARE TO BE VERIF ANY DISCREPANCIES THAT ARE, O SHOULD BE REPORTED TO CHAPM

ARUP TO RE

EWG-152 5-31

5-30

2245

5-29 7050

5-28 3400

5-27 4400

5-26 5600

5-24

2200

5-23 7800

5-22 7800

5-21 7800

5-20 7800

5-19 7800

5-18 7800

5-17 5-16 5800

2000

5-15 3000

5-14 5-13 4800

1940

5-12 4235

5-11 525 1100

5-10 3675

5-9

5-8 4125

5-7 4150

5-6 3650

5-5 3550

5-4

1750

AREAS INDICATED ARE APPROXIM THEY RELATE TO THE LIKELY AREA CURRENT STAGE OF DESIGN. ANY THE BASIS OF THESE PREDICTION VIABILITY, PRE-LETTING, LEASE AG SHOULD INCLUDE DUE ALLOWANC DECREASES INHERENT IN THE DES BUILDING PROCESS.

EWG-333

5-3

EWR-751

2500

EWR-901

EWS-121

CONSTRUCT

LVR-131

Level 04 +90.820

RFH-411 EWR-221

Level 03 +86.950

RAL 8016

DARK

RAL 8025

LIGHT

RAL 8028

MEDIUM

Level 02 +81.250

Level 01 +76.425

22-510

Level 0G +71.925

22-504

North NORTH Elevation ELEVATION E1

1 : 200

22-502

22-500

19.12.16

26.09.16

08 07 06 05

16.09.16 31.08.16 12.08.16 01.08.16

DY KB DY KB

ERI 244 in added/omi Unit 5F Ca dimensions ERI 217 In Size & loca Dim's adde Precast pa accommod

CurtainCurt Wa 5-3

5-3

5-4 2500

5-3

5-4

2500

5-3 5-3 5-3

1750

5-4

2500

5-5

1750

3550

5-5 5-4 5-4 5-4 5-3 2500 2500 2500 1750

5-6

5-5 5-5 5-5 1750 1750 1750

2500

3550

5-6

5-7

3550

5-4

3650

5-6 3550 3550 1750 3550

5-5

5-6 5-6 5-6

22-548

2 22-548

5-8

3650

4150

5-7

22-548 3650

5-7

3650 3650 3650

3550

5-6

222

2 22-548

3650

5-Y

1800

5-85-7

22-548 22-548 22-548

5-Z

4150

5-7 5-7 5-7 4150

5-Z

5-8

4150 4150 4150

5-8 5-8 5-8

1800

5-Z

5-8

5-Y

Curtain Wa

5-Y 5-Z 5-Z 5-Z

5-Y 5-Y 5-Y

1800

4150

5-Z

1800 1800 1800

1800

+93.250 TOP

SHOPFRONT SHOPFRON HOARDIN

+92.980

SHOPFRO S

SHOPFRONT HOARDIN FULL HOA F

(SHOPFRO (S SHOPFRO

RFS-111 RFS-111

+89.480 TOP

FULL HOA (SHOPFRO

RFS-111 RFS-111 RFS-111 RFH-481 RFH-481 RFS-111

RFS-111

RFH-481

RFH-481 RFH-481 RFH-481

EWL-101 EWL-101

25 - 548 25 - 548

+89.210 EWR-901EWR-901 EWL-101 EWL-101 EWL-101 EWL-101

EWL-1012

222

25 - 548

2525 548 25 - -548 - 548

EWR-901 EWR-901 EWR-901 EWR-901 CINEMA SIGNAGE CINEMA SIGNAGE

EWR-901

CINEMA SIGNAGE CINEMA CINEMA SIGNAGE SIGNAGE CINEMA SIGNAGE

CINEMA SIGNAGE

OJECTION ECTION +86.950 LEVEL 03 - PROJECTION OJECTION

+85.710

EWG-152EWG-152

25 - 548 25 - 548

+85.440

EWG-152

EWG-152 EWG-152 EWG-152

EWG-152

111

25 - 548

2525 548 25 - -548 - 548

AMW-522AMW-522 +81.940 AMW-522

VEL 0202 EL 02 VEL

+81.670

+81.250 LEVEL 02

AMW-522 AMW-522 AMW-522

AMW-522

25 - 548 25 - 548 EWL-101 EWL-101

Y PY

444

25 - 548

EWR-901EWR-901 EWL-101

EWL-101 EWL-101 EWL-101

EWL-101

EWR-901

EWR-901 EWR-901 EWR-901

EWR-901

2525 548 25 - -548 - 548

25 - 5

+77.550 TOP OF CANOPY

+76.700

CAN-201 CAN-201

25 - 548 25 - 548 EWG-152EWG-152 CAN-201 CAN-201 CAN-201 CAN-201

CAN-201 3

333

25 - 548

+75.000 +74.500

EWG-152

EWG-152 EWG-152 EWG-152

EWG-152

DRG-101 DRG-101 DRG-101

DRG-101

2525 548 25 - -548 - 548

25 - 5

DRG-101 DRG-101

DRG-101

+71.925 LEVEL 0G

25 - 550 25 - 550

MA INEMA ENTRANCE ENTRANCE ELEVATION ELEVATION 50

MACINEMA ENTRANCE ELEVATION CINEMA ENTRANCE ELEVATION ELEVATION CINEMAENTRANCE ENTRANCE CINEMA ELEVATION ENTRANCE ELEVATION 111 111: :50 1 1 : 50 :50 50

333

25 - 550

2525 550 25 - -550 - 550

25 - 550

SECTION SECTION - ENTRANCE - ENTRANCE 12: 50 1 : 50

SECTION - ENTRANCE SECTION ENTRANCE SECTION ---ENTRANCE SECTION ENTRANCE SECTION - ENTRANCE 2 1 : 050 0.5 0 1 0.5 1 2 2 1 : 50 222 111: :50 :50 50 1:50 Scale1:50 BarScale Bar

1:50 Scale Bar

1:50 Scale Bar 1:50 Scale Bar 1:50 Scale Bar

0.5 0 0 0 20.5 0.5 1 1 1

0.5

22 2

1 : 50

RFS-411 RFS-411

5-5 5-5

5-4 5-4 2500 2500

5-6 5-6

1750 1750

5-7 5-7

3550 3550

4150 4150

2500

5-5

5-X

EWR-901 EWR-901

1750

5-5 5-5

5-4 5-4 2500 2500

5-6 5-6

1750 1750

3550 3550

EWL-101 EWL-101

5-4

1 : 50

5-3 5-3

5-8 5-8

3650 3650

22-548 22-548 5-X 5-X

ROOF

CAN-201

5-3 5-3

5-3

5-6

5-7

3550

22 22

KEY PLAN

5-8

3650

4150

22-548

AMW-521 BAL-812

BAL-812

8 7

N 5300 5300 5300

EWL-101 NOTES

DRG-121

THIS DRAWING MUST NOT BE SCALED. USE FIGURED DIMENSIONS

EWR-901

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR. AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

DRG-101

5-Y 5-Y 5-Y

EWG-152 EWG-152

CONSTRUCTION ISSUE

1800 1800 1800

EWL-101 EWL-101 BLK-302

5-Z 5-Z 5-Z

DRG-101 EWR-901

1 2 3

LEVEL 0G

EWR-901 EWR-901

EWG-152

AMW-521

DRG-101

EWL-101 EWL-101 KEY PLAN

EWC-120

RFS-111

BRK-102 EWL-101

1 : 50

LEVEL 02

154

175

100

5-Z

1 : 50

154

175

ROOF

100

CAN-201 CAN-201

3D VIEW

5-Z 16

5-Z N

5-Z

NOTES

1 : 50

ROOF

THIS DRAWING MUST NO

ALL DIMENSIONS ARE TO DISCREPANCIES THAT AR REPORTED TO CHAPMAN

AREAS INDICATED ARE A RELATE TO THE LIKELY A STAGE OF DESIGN. ANY D THESE PREDICTIONS, WH PRE-LETTING, LEASE AGR DUE ALLOWANCE FOR TH THE DESIGN DEVELOPME

+ 81.940

1 : 50

+ 81.670

+ 85.710

+ 81.250 SSL

+ 85.710

+ 81.250 SSL

+ 85.440

5-X 5-X

KEY PLAN 01 22-548

5-Z

AMW-521 AMW-521

154

175

04.11.16

100

BAL-812 BAL-812

03 02 01 REV

DETAIL - 01

ERI 186 - Guardrails to tenant automatic doors 5-Z 12.05.16 KB Precast panel removed & internal curtain wall setting-out amended BAL-812 BAL-812 5-Z 02.02.16 KB Location of Kingspan cladding & callout references revised 03.07.15 KB 1.10 References amended 12.06.15 KB + 81.940 Issued for trade contractor design DATE

INT'L

3DETAIL - 03

22-548

03 22-548

DETAIL - 03

LEF LEF

5-Z

NOTES THIS DRAWING MUST NOT BE SCALED. USE FIGURED DIMENSIONS

5-Z

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

LEF LEF

DESCRIPTION

8 7

LEF

AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT LIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

CHK

+ 77.550

PROJECT

DETAIL - 01 22-548

5300 5300

22.09.15

REV DATE

IN'L

PROJECT

+ 81.670

+ 77.550

DRG-121 DRG-121 CLIENT

+ 85.710

155 Moorgate London EC2M 6

+ 81.250 SSL

Tel +44 (0)20 35

www.macegroup

DRG-101 DRG-101

ARCHITECT

+ 85.440

10 Eastbou London W2 t +44 (0)20 f +44 (0)20

CLIENT

www.chapm DRAWING TITLE

5-Y 5-Y 01 22-548

155 Moorgate London EC2M 6XB

DETAIL - 01

www.macegroup.com

22-548

04 22-548

BLOCK 05 ENVELOPE SOUTH FAC CINEMA EN

DETAIL - 03

DETAIL - 04

05 22-548

04 22-548

ARCHITECT

5-Z

Chapman Taylor LLP International Architects Masterplanners Designers

5-Z

+ 77.550

EWG-152 EWG-152

DRG-101 DRG-101

0.5

A199/BRCR

1 : 50 @A1

DETAIL - 04

CTL

LEVEL

First issue

CHK

DESCRIPTION

CLIENT

3D View 155 Moorgate London EC2M 6XB

Tel +44 (0)20 3522 3000 www.macegroup.com

ARCHITECT

DRAWN BY

FIRST ISSUE

Envelope Details

08.05.2015

10 Eastbourne Terrace London W2 6LG t +44 (0)20 7371 3000 f +44 (0)20 7371 1949

3D VIEW

4Revit

www.chapmantaylor.com

DRAWING TITLE

BLOCK 05 ENVELOPE DETAILS SOUTH FACADE CINEMA ENTRANCE

5M COMPANY CODE BUILDING ZONE

04 22-548

IN'L

Level 0G

BRK-102 BRK-102

1:50 Scale Bar

22.09.15

PROJECT

BLOCK 05 SOUTH FAÇADE AMW-521 AMW-521 TYPICAL BAY STUDY CINEMA ENTRANCE (2 OF 2) SCALE.

South Elevation Perimeter Section

DRAWING TITLE

JOB NUMBER

22-548

CATEGORY

22.08.16

REV DATE

VOMITORY WALL STRUCTURE AMENDED TO SUIT TENANT REQUIREMENTS VOMITORY WALL STRUCTURE AMENDED AND NEW DETAIL ADDED FIRST ISSUE

IN'L

DESCRIPTION

AH AH AH

CHK

PROJECT

99 23

Clockwise:

28.04.2015 INTUMESCENT ACOUSTIC SEALANT DRAWING NO.

REVISION.

503

1:50 Scale Bar

Auditorium 01 Long Section through Entrance 0 0.5 BOH

AUDITORIUM ENTRANCE RAMP

12.09.16

TYPE P FIRST ISSUE

150

+ 83.160 FFL

WALL

SCALE.

COMPANY CODE BUILDING ZONE

WALL TYPE B

+ 83.150 SSL

760

AUDITORIUM 01 - (3 OF 5) LEFT WALL ELEVATION BLOCK AUDITORIUM 05

'FARRATT' TAPE AUDITORIUM SIDE

STRUCTURAL FRAME TO ARUP DETAIL

310

Auditorium 01 Short Section towards Rear Wall CLIENT

Vomitory Wall Detail 155 Moorgate London EC2M 6XB

Wall / Slab Detail

Tel +44 (0)20 3522 3000

+ 81.250 SSL

INTUMESCENT ACOUSTIC SEALANT

www.macegroup.com

Wall Head / Structure Detail ARCHITECT

DEFLECTION HEAD WALL TYPE B

80 310

Wall Head / Roof Detail 10 Eastbourne Terrace London W2 6LG t +44 (0)20 7371 3000 f +44 (0)20 7371 1949

www.chapmantaylor.com DRAWING TITLE

DETAIL 6

BLOCK 05 CINEMA PARTITION DETAILS

Revit

0 23

30 20 00 18

m m m : te 70 m no 1 50 ir @ 3 sta ers s @ ris ead tr

5 34

75 53 00 48

d re ve le nti ca e of ov e ab lin b sla

4 5 10 15 DP RW ith ls Ø w ne 0 ct pa 10 Du ss in cce a

ed be firm on to con ucti tr ps d te n ns f s e a co r o sit re be n fo m d o be nu ine ect up it al up fin termarch ps de ith ste 1 w 2

0 46

00 30

t lis ia ec sp

70 12

ow all sh

s ga

d en

ai bra

00 12

5 34

5 W 3

00 18

. s .C tile T.O,850 -0

5 34

s ll tile fa & in ed a m re sc id to la

0 23

5 w

e lin

5 34

s ga

e lin

s ga

W 2

riu

re atu list r fe ia te ec wa sp by

be de sli

W 1

D 4

e lin

. s .C 0 tile T.O,51 -0

ily

. .C 0 T.O,68 -0

tile

11 D 11

bri

fire

tile

st lid so in r m oo 30 re d fi

ry 85

ath

D 11

sin

lle

. .C 0 s tile T.O,17 0

15 11 rit be ge wc

fire

tile

W 7

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

ll or fa do 1% ed tt to sla id y la ll or nta Flo zo ri ho al on cti l se ve d le ate or m flo to ge au ra ht m ga iu m ht in m to m m 25 up alu 21 65m p m ra l @ 24 l@ rc rc

ed e as ir ch g w dp sin r rw u ste d Ø all pla re 75 to w & ve le in esh nti m ca e of ov e ab lin b sla

. .C 0 T.O,17 0

g g in ilin elv eta sh d d ery an in s jo ns rd st tio oa iali ica pb ec cif cu sp spe 0 to and

nte

pla

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

ive

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

h d wit roa le d bb de co ed ge mb g villa k e vin et roc pa as p am fr m in du e be a dg e

1 R

b ce r & in t p ic y f cla hitec una val o pecif f an eer ne settin reof sett not the a Dis arc lt of pro all s ng o engin thing the s the rrect may d to p f ti t e u th res d a ce. wri ith very g o es inco lien orte a ne en in d w & e kin ectn m r/c rep sig mm ed rme ce hec orr fro cto ot co rm fi n . c r c se tra rs n n ta fo in co sis ked ity fo y ari con rro be as ec ibil ma the r e all ch ns at m. s o be spo s th su ncie re ork act pe w ntr cre co dis of

st 0

17 80

10 ed

10 5 30

00 11

wn VP O ith ls Ø w ne 0 ct pa 10 Du ss in cce a

ste

0 gu

do p 52

D 1

15 11 D

sin

t/d

ste

23 . s .C 0 tile T.O,51 -0

w/m

tra

. s .C 0 tile T.O,00 0

lin

d/w

15 51 5 11

lls wa er e ow b led d sh r to a fe e oo se roo Sid nd fl ctly terp a rre wa co nd a

lin

00 12 te re g nc in s co ord il st cc eta ca a d u se rs sit a ee irc gin m m m : sta en te 70 m to no 1 80 ir @ 2 sta ers s @ ris ead tr e ov

elv

ge s ra ote sto d n n ttle a bo il s eta ga e d se

s ga xtr e

m m m : te 70 m no 1 00 ir @ 3 sta ers s @ ris ead tr

e lin

ut yo l la ica ctr s ele tail g, in s en de ch st 00 tail ard kit iali 48 de bo al ec ut up s fin sp yo c il la nd deta to en a st ch ters li e kit un ecia ov co sp ve ab to stoctor a

h d wit roa le d bb de co ed ge mb g villa k e vin et roc pa as p am fr m in du e be a dg e

p/b

. s .C 0 T.O,00 0

tile

kit

g g in in tail elv e sh y d d r e an in s s jo on rd st ati oa iali ific ce pb ec ec cu sp sp pla to nd fire s a

p or flo nd :50 ou 1 gr ale sc

p at ee ge w ar gh d ll ch rou r an wa dis th nb ons ry to ls ti da ter rva g toica in if wa inte rd ec rm lar cco sp sto gu s a ers re ole ine h ng

e ov ab h hig 00 1m and 04 il @ rs s NS ra ste d SA nd alu l ro ith ha b tee el s/s g s ils ly w ste ith in ta mp ss w nn de co le el ru t in lev tal lis s to sta oor on ecia de 60 fl oriz sp stra 01 h to lu 1 all ll ba NS a SA &

5 34

s tile

tio

0 23

s ll tile fa & in ed a m re sc id to la

30 12

60 0

VP O ith els Ø w n 0 ct pa 10 Du ss in cce a

ce pla fire

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

. s .C 0 tile T.O,68 -0

40 35

ge & en ra lab rd sto w s ga tes ttle elo om no bo d b le fr nd s a ga cate ssibtail lo cce de a ee s

s ga

0 el d ste te e m t in am 0m os pa fr 10 l p ec., ow x d 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to ca e of ov e ab lin b sla

14 23

0 23 00

00 24

10 hig

70 de

ste 23

0 23

37 sli 00

w tile

23 32

60 0

11 do in ve

lw s

tile

5 11

ue s

p 0 23

23 2 l@

fire 23 ht m

ste

m 00

m m 65 24 l@ rc 27

w st b wh

00 10 23

17 11

5 46

ry 0

66 de

t an 23

23 sli

0 23 30

0 0

25 2 0

0 0

12 48

30 0

28 28 p

56 m

30 0

14 0

28 28 0

28 28 28 80

28 0 ld

18 37 m

ht m

62 wn

fo be to lls d a es w un ro pip m l g fro e g e ve bin ay bov th le s to m w rt a a ard g ing ve plu m in nd bin ord ns all 0m m sta 90 plum acc tio 0m tion la bs 0 45 nec all e gu sa 1:4 b to r re unm con e to of nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

5 ie

be sli

wn p

28 @ am

do ste m 0m 17

er rv seoom r 0

43 0

12 do ste 0m 17 30 02 23

46 0

fo 70 43

@ am 00

10 15

55 25

48 p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp pro sit poo po ith

75 29

5 34

23 be 12

m m 01

ad be lo to m e fro pip ted c RW te pro

0 47

34 on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

d en

0 23

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

0 24

00 28 70

30 00

15 69 43

5 70

ht 23

23 0 46

30 02 7

23 47 37

be to alls d es w un pip m gro l g fro e e ve bin ay bov th le s to m aw rt a g ard g ve plu m in in nd bin ord ns all 0m m sta 90 plum acc tio 0m tion la bs 0 45 nec all be gu sa :4 to r re unm con e to of 1 nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

ep de

30 48

34 12

02 23 10

5 34

.6 D

9 9 1 N n 4 io 2 IO 0 iss T 9 a 2 bm 2 IP 6 8 .z su R 4 0 o C cil 7 S 6 .c un r E 6 co 2 D ie 3 3 p a 5 8 . a 1 0 .z .A n x o d g .I.B c o a o r. .R b h ie .I.A 9 te p M 01 a @ a a h. 7 v n rc o a r d ri N l o p B.A eg. il. 7 a 17 h o R 9 1 06 @ 6 e-m e 02 ST c k it 2 No n i u s on 26 g. il. t t Re a 7 e s 1 e-m o n a n 0 1 p ry 6 b 6 8 0 x. Fa

n ou

flo

02 D

IL W

r fo e 4 us 31 ho F w ne si f ER ed ko o 24 os N n 1 xt. op n io E pr lso rt n o i W n P dow an o an pl S or

ilW

ORCHID CENTRE didcot, england // 2014 - 2017

With a vision to expand and develop the existing Orchard Centre, Hammerson PLC (the client), in collaboration with the District Council, hope to give a greater sense of identity to Didcot by means of creating a town centre. A key element of the design is the longterm desire to create a ‘plaza’ at the heart of the future Didcot town centre, surrounded by mixed-use facilities. This has informed the decision to extend the existing pedestrianised Orchard Street in an easterly direction to the limit of the site and then northwards in order to enclose the area currently occupied by a Sainsbury’s car park. To ensure commercial viability an anchor store (M&S) is located at the northern extremity, terminating the pedes trianised street; a route flanked by retail units and restaurants. Footfall and visibility are maximised by the provi sion of a number of pedestrian links into the centre, strategically located to deliver the public into the main public spaces ensuring that these spaces are well used and passively secured. The proposed scheme satisfied the requirement of all investors and was granted planning permission by the Council. RIBA work stage: 2 Cost: £60m

Opposite Page: Site Plan Aerial & pedestrian view CGIs Top to Bottom: Block Elevation Perimeter Section & Elevation Material palette Long Elevation Revit & Photoshop

T1 aerial view prior to demolition staff travel distance

demolition plan

HEATHROW AIRPORT TERMINAL 1

london, england // 2014 - 2015 Chapman Taylor were appointed with the task of designing, co-ordinating and implementing the closure and demolition phasing strategy of the Heathrow Terminal 1 MSCP, piers & various linkages. This is in preparation for the continued expansion and improvement of Heathrow Airport.

hoUSe 01 poortview, jhb 2014 - 2016 + + + + + + + + + +

client brief conceptual design & feasibility Design development technical documentation council submission technical detailing tender documentation contractor appointment On-going project management Snagging

Area: 430m2 RIBA work stages: 1-5 Cost: Unknown

46 7

23 47

1 2

p or flo nd :50 ou 1 gr ale sc

above: conceptual sketches right: Ground Floor Design Plan AutoCAD to Photoshop Opposite page: council submission: West elevation, Short Section & Ground Floor Plan AutoCAD Photographs: View towards the entrance View towards the North elevation

grill or ceramic tiles on durbigum (sp4) waterproofing to specialist details, on 50mm screed to falls to downpipe on 170 and/or 255mm concrete slab to engineers details. design & specifications downpipes to be chased into walls & plastered using wire mesh & plaster at a min size of 75Ø

sible height

ximum permis

8,5 meters ma

Corobrik NFX sealed with silicone spray mild steel handrail @ 1m high above floor level with mild steel balusters and horizontal running steel cables all to specialist details all balustrades to comply with SANS 0400 & SANS 10160

"silver-blue" chromadek cliplok roofing fixed to "alumaz" system on slatex waterproof membrane on 50 x 75mm purlins @ 900mm centres on roof trusses to engineers detail @ 1400mm centres. roof pitch @ 37°

t.o. chimney 7,225

50 x 75mm 'Jarrah' timber slats or similarly approved by architect @ 190mm centres

aluminium vent aluminium vent u/s RC lintel u/s RC lintel 5,185 5,015

u/s RC lintel 5,185

west elevation scale 1:100

37°

85mm smoothtimber internal doors polished insitu

dpc

concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer

paving

on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer

228 x 52 profiled rafters to engineers detail

internal wall finish to be 1x smooth plaster coat & paint finish

450 fridge

polished concrete shelving to specialist joinery detailing and specifications

400

4270 gas stove with extractor fan over

line

W 2

line of cantilevered roof slab above to eng. detail

170mm step

stair note: risers @ 170mm

sump

all storm water to be directed away from house as indicated on engineers storm water drawing

1200

D 1 425

230

650

lintel above

230mm fire wall

@ 2465mm ht

door

3170

230

down

115

W 6 ng

3655

7910

1200

3700

3775 230 750

lintel @ 2465 high

side shower walls and floor to be correctly sealed and waterproofed

Disclaimer:

115

4840

the architect will not be held responsible for any discrepancies which may arise as a result of unapproved plans by local authority and owner. please note that the signed approval of this plan by owner must be obtained before construction can commence. all specifications by developer overides plans. the architect must be informed in writing of any changes to these plans. sewer and water connection to be confirmed with engineer before building commences the contractor shall provide all assistance & everything necessary to enable the accuracy of the setting out to be checked. checking of the setting out shall not relieve the contractor of his responsibility for correctness thereof & the contractor shall rectify any errors in the works that may arise from incorrect setting out without any adjustment to the contract sum. the contractor/client may not claim against the architect as a result of discrepencies or errors not reported to the architect before construction

bath

walk in shower

en-suite

D 9

tile

ie gibret wc

W 15

all storm water to be directed away from house as indicated on engineers storm water drawing

retaining wall to eng. details and specifications

W 12

vanity

100 Ø OVP in Duct with access panels

retaining wall ie

230

1200

5070

115

3885

230

5775

600

700

retaining wall to eng. details and specifications

DATE

x DESCRIPTION

retaining wall

to be all storm water from house directed away engineers on as indicated drawing storm water

hood

nick

napier

0832667462 Reg. No ST 0617 e-mail. n i c k @ h o o d n a p i e r . c o . z a ponet suite 697 private bag x153 bryanston 2021 Fax.

all plumbing above ground to be according to the nbr regulations

stove

lara

0866101726

PROJECT

proposed new house for Nigel & Sheridan Bothwell on erf 198 Sugarbush Gardens Estate Poortview Ext. 22

minimunm 450mm invert level to sewer connection 100Ø soil pipe to sabs standards laid to a min. fall of 1:40

DRAWING

ground floor plan 230

DRAWING NO

3850

115

REV

10310

15886

B.Arch. M.I.A. R.I.B.A. 0829024199 Reg. No 7019 e-mail. l a r a @ h o o d n a p i e r . c o . z a

W 7

counter @ 900 ffl high above

line of roof overha

1830

230

all plumbing pipes to be 900mm away from walls

gulley

D 11

Water reticulation:

D 5

indigenously landscaped garden

D 11

sink

115

970

100 Ø OVP in Duct with access panels

high

trelli door by specialist

3885

10845

staff room

1,105

345

4060

230

RC cantilevered staircase to project through exterior wall surface according to engineers details

smooth concrete detail

all storm water to be directed away from house as indicated on engineers storm water drawing

1,105

high lintel @ 2125

horizontally slatted ted sectional

@ 2465mm ht lintel above @ 2125mm ht lintel above

ation and specific ers details sump to engine

aluminium automa

1515

3600

W 20

D 2

whb

w/t

sump to engineers details and specification

tile

weather step

W 4

vanity

230

1400

D 11

silicon sealed corner joint

cupboards and shelving to specialist joinery detailing and specifications

b.i.c

seat @ 400 high 115

All hot water circulation pipes, and all externally exposed pipes to be insulated along their entire length with 25mm canvas wrapped fibre insulation and sealed with sealer paint. All externally exposed pipes to be covered in weatherproof GMS jacket.

3660

230

W 5

230

600

905

600

800

600

230 370 230

W 5 self closing & self locking gate by speciliast

30min solid fire door

lintel @ 2125

100 Ø OVP in Duct with access panels

85mm step down

shower

6460

3605

1,020

line of RC roof slab above

970

tile

230mm fire wall

up 3

workshop D 14

side shower walls and floor to be correctly sealed and waterproofed

line of roof overhang

230

920

stair note: 1 risers @ 170mm treads @ 280mm

1200

built-in seat

guest wc

0,510

D 5

230

1% fall Floor laid to

3005

2700

7060

6460

6000

1,020

b.i.c

D 3

6000

tile

1315

planter

high level window

niche

1:50

Electrical notes:

b.i.c

lintel @ 2465 high slide

drain, provide such with purpose made marked cover plates at finished ground level. All sanitary fittings to be provided with 65mm reseal traps and air valve (AV). SCALE provide 50 Ø anti siphon pipe where vertical drop exceeds 1200mm. Drains shall have minimum fall 1:60 or maximum fall 1:5. Where drains pass under building, provide adequate protection to ensure no load is transferred to drain from building. Drains must have straight runs where passing beneath buildings. Pipes to have re's at either end. All ie & re,s to be accessible. To all wash hand basins & vanity basins provide 32 Ømm waste pipes. To all sinks, baths, showers, laundry trough and urinals provide 38Ømm waste pipes. To all wc's provide 100 Ømm waste pipes. all vents shall finish 900mm minimum above any roof finish. provide overflow gully at lowest point of drainage system include gully to pool if at lowest point.

13.04.14

b.i.c

115

W 13

carpet

fold

high

gibret wc

30min solid fire door

fridge

ledge 1200mm

double volume

W 8

1650

115

engineered timber

RC cantilevered staircase according to engineers details

@ 450mm high retaining wall to eng. details ations and specific

1% fall

double garage

2085

stair note: risers @ 170mm treads @ 280mm up 1

425 3460

study

drawers

2110

535

230

230 Floor laid to

D 13

D 7B

4725

DATE

dresser

stair note: risers @ 170mm treads @ 300mm up

0,000

W 1

0,340

230

D 5

desk and shelving to specialist joinery detailing and specifications

beam @ 2465mm high

weather step down 8535 16330

entrance hall

F.F.L 0,170

W 11

230

polished concrete

345

230

115

800

planter

700

W 9

1 D 15

facebrick g wall finish to retainin

230

6000

4410 drainage pipe under building to be protected from load

600

2750

down

insitu cast concrete floor with movement joints

5045

1570

fridge

slide

6575

345

230 2440 stair note: risers @ 170mm up treads @ 400mm

cupboards and shelving to specialist joinery detailing and specifications

outlet

5250

230 350

W 10

Drainage - SANS 10400-P

R Eto V all bends, Provide inspection eyes (ie) at all junctions and rodding eyes (re)

Bot-04 changes in direction and ramps. Provide ie at every 24 meters along straight run of bot-13.04.14

gas

-0,510

sump to engineers details and specification

shelves

13270

details. design & specifications downpipes to be chased into walls & plastered using wire mesh & plaster at a min size of 75Ø DRAWING NO JOB NO

b.i.c

230

pantry

engineered timber exposed trusses above

Rafters & trusses to be tied down with galvanized hoop iron threaded through four courses of brickwork. Parapet walls to min of 300mm above roof level. Provide all

grill or ceramic tiles on durbigum (sp4) waterproofing to specialist details, on 50mm sections screed to falls to downpipe on 170 and/or 255mm concrete slab to engineers

100 Ø OVP in Duct with access panels

thickened plaster 'shadow line'

morso fireplace

suspended ceiling above kitchen island by specialist to later detail

5000

3700

p/b

kitchen

1:100

flashings and counter flashings at changes in roof levels. Abutments D Rrequired AWING between roof and parapet walls, chimneys, roof valleys & ridges. Provide approved insulation over all ceilings. Flat rooves to have 50mm chip stone on raised mesh

W 14

cupboards and shelving to specialist joinery detailing and specifications

outlet

exposed trusses above

napier

Poortview Ext.10400 22 - L Roof notes - SANS

700

all storm water to be directed away from house as indicated on engineers storm water drawing

hood

nick

proposed new house for Nigel & Sheridan Bothwell on erf 198 Sugarbush Gardens Estate

5200 concrete foundation to be founded on supportable soil with min. size

beam @ 2465mm high

timber exposed trusses above

0,000

13.04.14

W to be 750mm x 250mm 14 final details, depth and spec. to be determined & confirmed by engineer

indigenously landscaped garden

lounge

engineered timber

SCALE

lara

230

115

dining

smooth finish concrete worktop @ 900 high above ffl

tech. station

2600

fold

D 7A

170mm step down

230

kitchen island to specialist details caesar stone worktop @ 1100 high above ffl

kitchen layout detailing, counters and cupboards to specialist details

slide

screed laid to a min fall

bot-13.04.14

pantry drying yard main bedroom

trelli door by specialist

final kitchen electrical layout to specialist details

230

570

line of roof overha

or similar sandstone cobble on 40mm "Smartstone" to fall paving laid cted soil, & approved d on well compa iller lay clean riversan approved weedk treat soil with a mixture of nted and wash laying brick butt-joi t into joints after cemen and sand

kitchen

slide

W 4

230

stair detail to later detail and specification

345

F.F.L -0,170

JOB NO

Bot-05

DATE

3925

230

D 10

DRAWING NO

385

0,000

insitu cast concrete floor with movement joints

setting out point

composite decking

gas line

drainage pipe under building to be protected from load

D 2

polished concrete

facebrick stair risers

115

deep end

slide

retaining wall

drainage pipe under building to be protected from load

elevations & details

370

gas line

230

1185

trelli door by specialist

D 6

170mm step down

400

F.F.L -0,170

-0,170 concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be fold determined & confirmed by engineer

planter

sump

dark charcoal grey

I-beams and all other pool safety to be external maintained by fence steel work around to council regulations

25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

polished concrete

5135

final scullery electrical layout to specialist details

scullery

planter

paint

smooth plaster finish on reinforced retaining walls & on 100mm reinforced concrete slab to engineers specifications on well compacted hardcore ground fill - all detailing by pool specialists

510 sink

scullery layout detailing, counters and cupboards to specialist details

w/m

D 4

fold

covered patio

dpc

345

stair note: risers @ 170mm

230

concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer counter

sink

t/d

gulley

line

trelli door by specialist

drying yard

dpc

screed laid

25 Cement screedto ona75mm min fall surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification smooth finish concrete worktop @ 900 high above ffl

beam @ 2465mm high to eng. detalil W 3

weather step down

3835 5710

pavers laid to a min fall

grey

This drawing is copyright reserved and remains the propertymust of the commence. all specifications by developer overides plans. the architect bearchitect any DRA W Iinformed N G in writing 230 changes to changes the internal or external by water any other design party will not be of any to these plans.structure sewer and connection to

5200

without first building confirming with the architect. No part of provide this drawing may be be confirmedpermitted with engineer before commences the contractor shall all assistance copied & everything necessary to enable accuracy of the settingpermission out to or used by any other partythe or other designer without from the be checked. architect. checking of settingto out not the contractor of his All the materials beshall SABS orrelieve agreement board approved. All work to contractor to confirm responsibility for correctness thereof & the contractor shall rectify any errorsthe in the comply with the National Building Regulations (SANS 10400) applicable SABS position of sewer connection arise & from incorrect setting out without any adjustment to the codes building society regulations. point on site and adjust sp works that may contract sum.General the contractor/client line accordingly notes: may not claim against the architect as a result of discrepencies or errors not reported to the architect before construction The architects specification, instructions, larger scaled details drawings, engineers re 1,5m away from details etc. shall take preferance to these drawings. These drawings are not to be sewer connection scaled, use figured dimensions only. All material and workmanship to be the best of their respective kinds and to conform with SABS standards and specifications, all plumbing pipes to be all work to be carried out in strict accordance with architects instructions. Materials 900mm away from walls used & applied must be referred to using manufactures printed instructions. Contractor to arrange and ensure that all required inspections are carried out by all plumbing above ground the local building inspectorate. On completion of contract, all rubbish and rubble is to be according to the to be removed from the site, and may not be used as fill, unless otherwise directed. nbr regulations final number of steps to be Provide and erect in approved position, standard architects notice board. All determined on site and habitable rooms to be provided with natural light and ventilation as set out in SANS line of confirmed with architect/client minimunm 450mm invert level shading device 10400-O. The architect will not be held responsible for the quality of the to sewer connection before construction above to later detail workmanship. The construction of the building may not commence without stair note: approval of the building plans through council. 100Ø soil pipe to sabs standards up risers @ 170mm Setting out, excavation & site operations - SANS 10400-G & F laid to a min. fall of 1:40 treads @ 400mm 26.05.2014 HOA & council submission 1 Drawings are prepared from surface examination of site only. Depth of foundations, 1 height of plinths number of steps & final finished ground levels to be determined by 5775 1x coat rhinolight plaster D Acontractor TE D E Son C site R I P&T confirmed ION REV the & engineer with the architects. Top of all on ceiling board on final number of steps to be 100mm thick extruded polystyrene foundations to be a minimum 500mm below the finished ground. Any changes of 38x38 timber battens 2 to accommodate energy determined on site and levels deemed necessary on site must be first reported to and approved by the efficiency requirements confirmed with architect/client architect. All levels, dimensions, building lines and other data to be checked on site before construction beam @ 2465mm 3 and any discrepancies are to be reported to the architect and engineer for B.Arch. M.I.A. R.I.B.A. to eng. detail 0 8 2 9 0 for 2 4 dimensional 199 correction. TheReg. architect will not be held responsible errors if not 85mm pc 85mm pc 3 2 1 stair note: No 7019 lintel lintel risers @ 170mm notified at thee-mail. time ofl commencing work on site. slide ara @hoodnapier.co.za 345 treads @ 300mm trelli door Structural notes: by specialist up 75x75mm shelving structural steel post Build in precast prestressed concrete lintels (SABS 0 8 3 approved) 2 6 6 7 4 6 2 above all openings. painted to later spec.detailing with steel to specialist joinery Depth of foundation 300 300 D Reg. Notrenches ST 0617 to be a min of 500mm below ground level. carry above to eng. details and plate specifications Foundations toe-mail. be setnon and 8 i cfirm k @ supportable h o o d n a pground ier.co . z ato be checked & confirmed by engineer. New concrete surface bed to be a minimum of 15mpa 100mm thick p o n e t s uDPM i t e (gunplas 6 9 7 p r i green v a t eorb equivalent) a g x 1 5 3 on sand blinding on on damp proof membrane r yTop a n of sto n 2 0 2 1surface bed to be a min of 150mm above NGL. well compactedbfill. concrete dpc 0 8dpc 6 6 1(gundle 0 1 7 2 6brickgrip or equivalent ) under all walls & window Provide approved Fax. sills & provide vertical dpc.s to all changes of floor levels. All surface beds to be timber screen internal wall finish to be finished with 30mm minimum sand cement screed unless otherwise detailed or to later detail 370 1x smooth plaster coat 120mm high specified. All brickwork to receive brickforce every 4 courses all openings to & paint finish meranti skirting carpet every course for 3 courses extending 1m past opening on both P Rreceive O J E C brickforce T sides. All stairs unless otherwise detailed to have equal risers 185mm maximum -0,510 with equal treads 250mm minimum. Provide handrail at 900mm height where 850 230 600 230 number of risers exceed five & 1m high to balconies & landings and a min of 100mm baluster spacing according to NBR. The FFL at changes between floor dpc dpc dpc cantilievered floor slab gas fireplace finishes must remain constant. contractor to take account of differences in depths 25 Cement screed on 75mm 25 Cement to engineer's detail and specification to later speci. &screed detail on 75mm of floor finishes when screed is laid. surface bed to eng. specification on surface bed to eng. specification on demolition of all walls to be confirmed by structural engineer 250 micron USB green DPM on 250 micron USB green DPM on gas line all dimensions to be checked on site prior to ordering or installing all windows & doors compacted and poisoned fill all to compacted and poisoned fill all to5085 eng. specification eng. specification

internal wall finish to be @ 2635mm I-beam to engineer's specifications Corobrik NFX

& paint finish 14350

dpc

fridge

gas

pavers

230

self closing & self locking gate by speciliast

dpc

outlet

d/w

stormwater to discharge at regular intervals through weep holes according to nbr and engineers specifications

gas bottle storage see detail and notes

drying line

outlet

vertical dpc

caesar stone worktop @ 900 high above ffl

section b-b scale 1:50

dark charcoal grey

marbelite

345

2575

2465

345 230 350 1330

1330 9510

230

to the gas facility is by authorized persons only foundation to be founded all building work to complyconcrete with SABS 0400 on supportable soil with min. size all electrical work to comply with SABS 0108 to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer e all storm water to be 700 s lin directed away from house ga as indicated on engineers storm water drawing 75x75mm structural steel post painted to later spec. with steel carry plate above to eng. details 2100mm high screen wall 103

mild steel painted

N/A

to match house colour

dining room

I-beam to to be internalcolumn wall finish engineer's 1x smoothspecifications plaster coat

in-situ cast RC stairs to engineer's detail

s lin

gas notes dpc all sizes and safety distances to be checked on site t.o.c. main en-suite level with SABS 100B7 Part 1 standards and must be in accordance -0,510 25 Cement screed on 75mm this installation is subject to local authority approval all mandatory fire equipment to be present and maintainedsurface bed to eng. specification on 250 micron USB green DPM on area around gas cage to be kept clear of all combustible materials compacted and poisoned fill all to all safety and warning notices to be displayed as per SABS 1186 line of roof overhang it is to be ensured that the gas cage is lockable and access eng. specification

gates

4725

outlet

I-beam to engineer's specifications 6410

family room

I-beam to engineer's specifications @ 2635mm

RC cantilievered stairs to I-beam engineer's detailto column engineer's specifications

gas braai

2465

1200 2470

t.o.c. ground floor level 0,000

120mm high meranti skirting 230 500

2330

paint

by specialist

85mm pc lintel

2 3

indigenously landscaped garden

internal wall finish to be 1x smooth plaster coat & paint/tile finish

N/A

115

the architect will not be held responsible for any discrepancies which may arise as a result of unapproved plans by local authority and owner. please note that the Copy right: signed approval of this plan by owner must be obtained before construction can

5775

duct cover

115

shallow end

line of roof overhang

Disclaimer:

dark charcoal grey 4725

115

infinity pool pool

1200

shadow line

2975

2720

2465

main en-suite

3230

345

u/s RC lintel 1,955

shadow line

1x coat rhinolight plaster to u/s of slab

85mm pc lintel

255

concrete floor slab to engineers details shadow line u/s RC lintel 2,465

mild steel

stone

345

stair note: risers @ 170mm treads @ 400mm

400

5015

730

balustrade 27060

Water reticulation:

N/A

4800

final number of steps to be mild steel handrail @ 1m high above determined onmild site and floor level with steel balusters and confirmedrunning with architect/client horizontal steel cables before construction all to specialist details all balustrades to comply with SANS 0400 5976 & SANS 10160

1000

internal wall finish to be 1x smooth plaster coat & paint finish

t.o.c. first floor 2,720

smooth concrete

Electrical notes:

All electrical work to be done by licenced electrician and all work and to be carried out according to SABS standards. Contractor to ensure a 3 phase supply & adequate circuit breakers provided. Electrician to provide compliance certificate. All hot water circulation pipes, and all externally exposed pipes to be insulated along their entire length with 25mm canvas wrapped fibre insulation and sealed with sealer paint. All externally exposed pipes to be covered in weatherproof GMS jacket.

230

2295

bic

details

400

2975

5400

cupboards and shelving to specialist joinery detailing and specifications

de hoop red

6000

& housing to be determined by client according to specialists aluminum details & specifications flashing & counter flashing safety fence around pool @ 1,1m high gates to pool to be self closing & self locking

3300

covered patio threshold detail 3 bedroom 3 scale 1:5 u/s RC roof slab 5,015

corobrik NFX sealed with silicone spray

115

parapet wall concrete roof slab to engineers details

chimneys

smooth plaster finish on reinforced retaining walls & on 100mm reinforced concrete slab to engineers specifications on well compacted hardcore ground fill below all detailing by pool specialists

3460

profile gutter with facia board

shadow line

concrete pool foundations

specialist details 4-AEG -toHemp

aluminum strip to edge of pool runover to control water level to specialist details

4300

shadow line

1x coat rhinolight plaster on ceiling board on 38x38 timber battens

profile gutter with facia board

pool rim flow to pool specialist detail

pool to discharge into municipal sewer pool fence gate to be self closing & locking

"Midas" paint

PROJECT

proposed new house for Nigel & Sheridan Bothwell on erf 198 Sugarbush Gardens Estate Poortview Ext. 22 ngl

to specialist details

walls

1200

37°

shadow line u/s wall plate 5,695

37°

85mm floor slab step down

slab construction - reinforced concrete slab to engineers detail on loadbearing brick walls, 16560 slab waterproofed with approved membrane such as derbigum (sp4 or equal and approved) 13270 laid to manufacturers spec. with falls and outlets as shown on plan, waterproofing taken up parapets, acrylic sheeting over tops of parapets, use fillets in corners to prevent cracks proposed pool pump position to be confirmed with pool specialist 75mm thick mineral wool to accommodate energy pool pump to discharge into sewer system with position efficiency requirements

"silver-blue" chromadek cliplok roofing fixed to "alumaz" system on slatex waterproof membrane on 50 x 75mm purlins @ 840mm centres on roof trusses to engineers detail @ 1400mm centres. roof pitch @ 37° 50 x 228mm profiled rafters engineers detail contractor totoconfirm position of sewer connection point on site 100mm and adjust spextruded polystyrene thick line accordingly to accommodate energy efficiency requirements re 1,5m away from sewer connection 600mm roof overhang

115

170 255

re 600mm roof overhang

2600

concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer

Provide inspection eyes (ie) at all junctions and rodding eyes (re) to all bends, changes in direction and ramps. Provide ie at every 24 meters along straight run of drain, provide such with purpose made marked cover plates at finished ground level. All sanitary fittings to be provided with 65mm reseal traps and air valve (AV). provide 50 Ø anti siphon pipe where vertical drop exceeds 1200mm. Drains shall have minimum fall 1:60 or maximum fall 1:5. Where drains pass under building, provide adequate protection to ensure no load is transferred to drain from building. Drains must have straight runs where passing beneath buildings. Pipes to have re's at either end. All ie & re,s to be accessible. To all wash hand basins & vanity basins provide 32 Ømm waste pipes. To all sinks, baths, showers, laundry trough and urinals provide 38Ømm waste pipes. To all wc's provide 100 Ømm waste pipes. all vents shall finish 900mm minimum above any roof finish. provide overflow gully at lowest point of drainage system include gully to pool if at lowest point.

400

8,5 meters maximum permissible height

pool

N/A

400

section a-a scale 1:50

230

sandstone to sample

compacted and poisoned fill all to eng. specification

plaster bagwashed plaster concrete foundation to be founded

t.o.c. patio level -0,170

0866101726

Drainage - SANS 10400-P

by specialist

infraset village cobbledpcwith a 25dump rock embedded road Cement screed on 75mm surface bed to eng. specification on edge beam 250 micron USB green DPM on

dpc

ponet suite 697 private bag x153 bryanston 2021

Fax.

t.o.c. ground floor level 0,000

matt slick grey composite decking

3500

screed laid to fall

vertical dpc

25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

napier

Rafters & trusses to be tied down with galvanized hoop iron threaded through four courses of brickwork. Parapet walls to min of 300mm above roof level. Provide all required flashings and counter flashings at changes in roof levels. Abutments between roof and parapet walls, chimneys, roof valleys & ridges. Provide approved insulation over all ceilings. Flat rooves to have 50mm chip stone on raised mesh grill or ceramic tiles on durbigum (sp4) waterproofing to specialist details, on 50mm screed to falls to downpipe on 170 and/or 255mm concrete slab to engineers details. design & specifications downpipes to be chased into walls & plastered using wire mesh & plaster at a min size of 75Ø

t.o.c. entrance hall 0,340

aluminium horizontal slatted 75mm brick plinth

900

25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer

painted to spec.

patio

cast conc. counter

garage door

vertical dpc

dpc

345

75mm concrete surface bed

vertical dpc

nick

Roof notes - SANS 10400 - Ln e-mail.

600

concrete foundation to be founded on supportable soil with min. size to be 750mm x 250mm final details, depth and spec. to be determined & confirmed by engineer

dpc

hood

0832667462 Reg. No ST 0617 ick@hoodnapier.co.za

u/s RC lintel 2,465

dark charcoal grey

lara

B.Arch. M.I.A. R.I.B.A. 0829024199 Reg. No 7019 e-mail. l a r a @ h o o d n a p i e r . c o . z a

dark charcoal grey

steel I-beam to eng. detail

smooth concrete detail surround

115

120mm high meranti skirting

vertical dpc 25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

dpc

t.o.c. guest wc 0,510

internal wall finish to be 1x smooth plaster coat & paint finish

aluminium

DESCRIPTION

Build in precast prestressed concrete lintels (SABS approved) above all openings. Depth of foundation trenches to be a min of 500mm below ground level. Foundations to be set on firm supportable ground and to be checked & confirmed by engineer. New concrete surface bed to be a minimum of 15mpa 100mm thick on damp proof membrane DPM (gunplas green or equivalent) on sand blinding on well compacted fill. Top of concrete surface bed to be a min of 150mm above NGL. Provide approved dpc (gundle brickgrip or equivalent ) under all walls & window sills & provide vertical dpc.s to all changes of floor levels. All surface beds to be finished with 30mm minimum sand cement screed unless otherwise detailed or specified. All brickwork to receive brickforce every 4 courses all openings to receive brickforce every course for 3 courses extending 1m past opening on both sides. All stairs unless otherwise detailed to have equal risers 185mm maximum with equal treads 250mm minimum. Provide handrail at 900mm height where number of risers exceed five & 1m high to balconies & landings and a min of 100mm baluster spacing according to NBR. The FFL at changes between floor finishes must remain constant. contractor to take account of differences in depths of floor finishes when screed is laid. demolition of all walls to be confirmed by structural engineer all dimensions to be checked on site prior to ordering or installing all windows & doors

u/s wall plate 3,655 u/s RC roof slab 2,890

profile gutter with facia board

aluminium

255mm RC beam to eng. detail

kitchen external doors

internal wall finish to be 1x smooth plaster coat & paint finish

painted gray to suite roof

345

polished screed @ angle 75mm brick plinth to fall

t.o.c. staff room 1,105

powder coated aluminium

windows

floor finish entrance hall 25mm cement scredd

internal wall finish to be 1x smooth plaster coat & paint finish

DATE

Structural notes:

slide

staff room

dpc

2550

85mm smooth polished insitu cast conc. counter

REV

levels deemed necessary on site must be first reported to and approved by the architect. All levels, dimensions, building lines and other data to be checked on site and any discrepancies are to be reported to the architect and engineer for correction. The architect will not be held responsible for dimensional errors if not notified at the time of commencing work on site.

2550

RC upstand beam to engineer's details

26.05.2014 foundations to be a minimum 500mmHOA below the ground. Any changes of &finished council submission

N/A

600mm roof

gutters

Drawings are prepared from surface examination of site only. Depth of foundations, height of plinths number of steps & final finished ground levels to be determined by the contractor & engineer on site & confirmed with the architects. Top of all

"silver-blue" chromadek cliplok roofing fixed to "alumaz" system on slatex waterproof membrane on 38 x 38mm brandering @ 900mm centres on roof trusses to engineers detail @ 1400mm centres. roof pitch @ 5°

overhang barge board N/A

12mm brass weather strip

120mm deep concrete coping

painted gray to suite roof

by architect @ 190mm centres

2130

parapet wall

concrete roof slab to engineers details

N/A

50 x 75mm 'Jarrah' timber fascia boards fibre cement slats or similarly approved

aluminum flashing & counter flashing

Setting out, excavation & site operations - SANS 10400-G & F

dark dolphin gray

jarrah timber

Corobrik NFX sealed with silicone spray

400mm deep suspended bulkhead abover kitchen island counter by specialist with 1 x coat rhinolite plaster & paint finish

t.o. chimney 7,225

colour

chromadek cliplock

roof

roof overhang

external wall thermally recess shadow broken line aluminium door frame

shadow line

1x coat rhinolight plaster on ceiling board on 38x38 timber battens

finish

120mm deep concrete coping

smooth concrete detail surround

230

shadow line

cornice

1x coat rhinolight plaster on ceiling board on 38x38 timber battens

85mm pc lintel

The architects specification, instructions, larger scaled details drawings, engineers details etc. shall take preferance to these drawings. These drawings are not to be scaled, use figured dimensions only. All material and workmanship to be the best of their respective kinds and to conform with SABS standards and specifications, all work to be carried out in strict accordance with architects instructions. Materials used & applied must be referred to using manufactures printed instructions. Contractor to arrange and ensure that all required inspections are carried out by the local building inspectorate. On completion of contract, all rubbish and rubble is to be removed from the site, and may not be used as fill, unless otherwise directed. Provide and erect in approved position, standard architects notice board. All habitable rooms to be provided with natural light and ventilation as set out in SANS 10400-O. The architect will not be held responsible for the quality of the workmanship. The construction of the building may not commence without approval of the building plans through council.

2465

item

600mm roof overhang

37°

cornice

General notes:

all finishes to owners & H.O.A final approval of samples on site

37°

800mm roof overhang

2720

finishes

height

sisalation board to accommodate energy efficiency requirements

800mm roof overhang

u/s wall plate 3,825

2125

permissible

slab construction - reinforced concrete slab to engineers detail on loadbearing brick walls, slab waterproofed with approved membrane such as derbigum (sp4 or equal and approved) laid to manufacturers spec. with falls and outlets as shown on plan, waterproofing taken up parapets, acrylic sheeting over tops of parapets, use fillets in corners to prevent cracks

50 x 75mm 'Jarrah' timber slats or similarly approved by architect @ 190mm centres

maximum

75mm thick mineral wool to accommodate energy efficiency requirements

100mm thick extruded polystyrene to accommodate energy efficiency requirements

103

8,5 meters

u/s RC lintel 3,230

Copy right: This drawing is copyright reserved and remains the property of the architect any changes to the internal or external structure by any other design party will not be permitted without first confirming with the architect. No part of this drawing may be copied or used by any other party or other designer without permission from the architect. All materials to be SABS or agreement board approved. All work to comply with the National Building Regulations (SANS 10400) the applicable SABS codes & building society regulations.

pool rim flow to pool specialist detail

ngl

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

201

ngl

Disclaimer:

t.o.c. garage 1,020

gulley ie

t.o.c. patio -0,170

ngl

u/s RC lintel 3,145

170

t.o.c. main bedroom level -0,510

recess

parapet wall

sink

t.o.c. ground floor level 0,000

u/s RC lintel 3,485

facebrick

u/s RC lintel 2,465 steel I-beam and timber shading to detail

170

u/s RC lintel 1,955

u/s RC lintel 2,465

Water reticulation:

bagwashed plaster and paint finish bagwashed plaster and paint finish

u/s RC roof slab 2,890

t.o.c. first floor level 2,720

Electrical notes:

parapet wall

12795

120mm deep concrete coping

345

t.o. chimney 9,095

Drainage - SANS 10400-P

1 102

ground floor plan scale 1:50

Bot-02 DATE

13.04.14

JOB NO

bot-13.04.14 SCALE

1:50

REV

HOOD NAPIER

ARCHITECTS

____________________________________________________ HOUSE NKOSI sandown, jhb // 2014 - 2016 + + + + + + + +

Client brief Conceptual design / feasibility Design development Revit modelling & rendering Client presentation Technical documentation Council submission Project administration

Area: 460m2 RIBA work stages: 2-4 Cost: ZAR 5mil

Opposite Page: Client presentation renderings Revit

19420 2555 230

470

2030

345

1510

230

5375

1800

345

3000

4800

230

2480

3000

460

2020

230

520 115

contractor to confirm position of sewer connection point on site and adjust sp line accordingly re 1,5m away from sewer connection

ie ie

gulley

shallow end

345

4800

12620

D 2

dining

1200

1 up

2366

up 1

230 230

230 t/d

230 230

3685

115

1000

115 sink

D 12

230

rcl @ 2465mm ht

1115

1232 115

aluminium automated sectional ho rcl @ 2125mm ht rcl @ 2465mm ht

230

ramp up to garage floor 75Ø rwdp chased into wall using wire mesh & plaster line of cantilevered slab above

geberit wc 230 230

D 11

T.O.C. -0,510

shelves

1180

tiles

115 115

pantry

scullery

2700

gas line gas fireplace

115

Floor laid to 1% fa

230

W 6

tiles

w/m

1770

2400

whb

115

d/w

D 11

230

high level window

rcl @ 2465mm ht

gas stove extractor above

cupboards and shelving to specialist joinery detailing and specifications

gas line

T.O.C. 0,170

weather step down

115

1115 D 11

guest wc

kitchen layout detailing, counters and cupboards to specialist details

115 115

tiles

230

paving infraset village cobble wit a dump rock embedded r edge beam

cupboards and shelving 230 to specialist joinery detailing and specifications

sink

driveway

230

boundary wall gas bottle storage see detail and notes

170mm step down gulley

100 Ø OVP in Duct with 230 230 access panels

W 5

pavers

landscaped planter

1000

paving infraset village cobble with a dump rock embedded road edge beam

230

stormwater to discharge at regular intervals through weep holes according to nbr and engineers specifications

4770 tiles

230

tiles

family room T.O.C. -0,680

2540

30min solid fire door

double g D 1

fr final kitchen electrical layout to specialist details 4800

3226

170mm step down

p/b

kitchen

530

slide slide

4370

D 21

3960

230

_____________________________________________________

460

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

230147230 230 230

377

D 13

4830

line of cantilevered slab above

minimunm 450mm invert level to sewer connection

D 10

T.O.C. 0,000

4170

tiles

230

5800

fold 230 230

4370

4830

1230

1000

entrance hall

beam @ 2805mm ht

all plumbing above ground to be according to the nbr regulations ie

230

store

tiles

stair note: risers @ 170mm treads @ 300mm

all plumbing pipes to be 900mm away from walls

stair note: risers @ 170mm treads @ 280mm

D 3

460

1200

75Ø rwdp chased into wall using wire mesh & plaster

230

100 x 100mm steel structural post to eng. spec., painted to match window frame

re 1,5m away from sewer connection

1200

insitu cast concrete staircase according to engineers details

line of rc bridge above

gas line

slide

contractor to confirm position of sewer connection point on site and adjust sp line accordingly

600

T.O.C. -0,510

screed & tiles laid to a min fall

proposed pool pump position to be confirmed with pool specialist

3770

3000 230

tiles

230 fire wall

D 11

560

beam @ 2805mm ht

T.O.C. -0,680

beam @ 2975mm ht

T.O.C. -0,850

D 11

230

fold tiles

tiles

by specialist

17240

3540

covered patio 8243

pool

345

115

Side shower walls and floor to be correctly sealed and waterproofed

230

gas line

170mm step down

6928

9073

8728

1200

2770

345

screed & tiles laid to a min fall

3000

slide

tiles

1200

deep end

300 300

lounge

345

100 Ø RWDP in Duct with access panels

1575

1800

T.O.C. 0,000

115

1000

230

tiles

230 115

230 fire wall

1510

W 1

7710

460

study

230

gas bottle storage located below slab & accessible from garden see detail and notes

3718

gas braai

D 4

water feature by specialist

server room

345

280 280 280 280 280 280 280 280 280

RW pipe to be protected from load

W 2 gas line

485

345

atrium

gas fireplace

345

steps up

1425

1270

shelves

W 10

cupboards and shelving to specialist joinery detailing and specifications

600

W 3

stainless steel handrail @ 1m high above floor level with s/s balusters and horizontal running steel rods all to specialist details all balustrades to comply with SANS 0400 & SANS 10160

100 Ø OVP in Duct with access panels

345 230

final number of steps to be determined on site and confirmed with architect before construction up

115

stair note: risers @ 170mm treads @ 350mm

925

1270

line of cantilevered slab above

1500

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

170mm step down

minimunm 450mm invert level to sewer connection

770

230

all plumbing above ground to be according to the nbr regulations

345

1000

230 230

all plumbing pipes to be 900mm away from walls

102

Above:

1435

230

2690

1665

ground floor plan scale 1:50 Design development

3035

3685

115

1000

115

5260

Ground Floor Plan

Opposite page: Technical Ground Floor Plan Technical Section A-A

1115 1230

19420

Autocad to Photoshop

Revit

115 115

230

1770 1770

230

6000 6460

Copy right:

19420 2555 230

470

2030

345

1510

230

5375

1800

345

3000

4800

230

2480

3000

460

This drawing is copyright r changes to the internal or permitted without first conf copied or used by any othe architect. All materials to b comply with the National B codes & building society re

3980

2020

230

520 115

2885

230

General notes:

contractor to confirm position of sewer connection point on site and adjust sp line accordingly

The architects specificatio details etc. shall take prefe scaled, use figured dimen of their respective kinds a all work to be carried out i used & applied must be re Contractor to arrange and the local building inspecto to be removed from the si Provide and erect in appro habitable rooms to be prov 10400-O. The architect wi workmanship. The constru approval of the building pl

re 1,5m away from sewer connection ie

230

115

sink

D 12

rcl @ 2465mm ht

230

115 115 230

230 230

paving infraset village cobble with a dump rock embedded road edge beam

driveway

100 Ø OVP in Duct with 230 230 access panels

W 5

1000 230 5800

cupboards and shelving 230 to specialist joinery detailing and specifications

1000

gulley

1435

230

2690

1665

115 115

13.6.2014

REV

DATE

pavers

landscaped planter

PROJECT

propos Wilson on Port Sandow

3960

230

1000 115

step down

line of cantilevered slab above

230 170mm step down

gas bottle storage see detail and notes

75Ø rwdp chased into wall using wire mesh & plaster

ramp up to garage floor level 75Ø rwdp chased into wall using wire mesh & plaster

1000

paving infraset village cobble with a dump rock embedded road edge beam

345

rcl @ 2125mm ht

W 6

sink

boundary wall stormwater to discharge at regular intervals through weep holes according to nbr and engineers specifications

230

230 fire wall

115

aluminium automated sectional horizontally slatted door 345

1232

230

1230

115

1770

1180

tiles

3685

230

geberit wc

115

shelves

1115

Floor laid to 1% fall

230

115 115

230 230

D 11

2700

tiles

T.O.C. -0,510

gas line

Disclaimer:

the architect will not be he a result of unapproved pla signed approval of this pla commence. all specificatio informed in writing of any c be confirmed with enginee all assistance & everything be checked. checking of t responsibility for correctne works that may arise from contract sum. the contract of discrepencies or errors

75Ø rwdp chased into wall using wire mesh & plaster

2140

t/d

1115 D 11

tiles

w/m

scullery

gas fireplace

Water reticulation:

All hot water circulation pip along their entire length wi with sealer paint. All extern jacket.

W 7

230 whb

115

4830

d/w

pantry

230

Electrical notes:

T.O.C. 0,170

2400

115

rcl @ 2465mm ht

kitchen layout detailing, counters and cupboards to specialist details

Provide inspection eyes (ie changes in direction and ra drain, provide such with pu level. All sanitary fittings to provide 50 Ø anti siphon pi have minimum fall 1:60 or provide adequate protectio Drains must have straight r at either end. All ie & re,s t basins provide 32 Ømm wa showers, laundry trough an To all wc's provide 100 Øm all vents shall finish 900mm provide overflow gully at lo pool if at lowest point.

All electrical work to be do out according to SABS sta adequate circuit breakers p

weather step down

115

Drainage - SANS 10

75Ø rwdp chased into wall using wire mesh & plaster

double garage

high level window

115

rcl @ 2465mm ht

fr final kitchen electrical layout to specialist details 4800

gas stove extractor above

gas line

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

230

tiles

guest wc

slide

tiles

cupboards and shelving to specialist joinery detailing and specifications

minimunm 450mm invert level to sewer connection

D 18

2000

230 fire wall

230

kitchen

530

D 11

all plumbing above ground to be according to the nbr regulations

30min solid fire door

D 1

tiles

T.O.C. -0,680

tiles T.O.C. 0,170

Roof notes - SANS 1

Rafters & trusses to be tied courses of brickwork. Para required flashings and cou between roof and parapet insulation over all ceilings. grill or ceramic tiles on dur screed to falls to downpipe details. design & specificat using wire mesh & plaster

17240

D 10

T.O.C. 0,000

3226

170mm step down

p/b

all plumbing pipes to be 900mm away from walls

230147230 230 230

3685

3035

115

1000

115

5260

1115

230

1770

1230

230

6000

1770

230

6460 DRAWING

19420

1 102

ground floor plan scale 1:50

ground DRAWING NO

Copy rig

slab construction - reinforced concrete slab to engineers detail on loadbearing brick walls slab waterproofed with approved membrane such as derbigum (sp4 or equal and approved) laid to manufacturers spec with falls and outlets as shown on plan waterproofing taken up parapets acrylic sheeting over tops of parapets use fillets in corners to prevent cracks

t.o. chimney 7,990

Wil-02 This drawi

changes to permitted w DATE copied or u architect. A comply wit codes & b

22.05.14

General

The archit details etc scaled, us of their res all work to used & ap Contracto the local b to be remo Provide an habitable 10400-O. workmans approval o

75 x 75mm structural steel post to eng. details plaster and paint finish

40mm thick extruded polystyrene

overhang waterproofed to fall

drip detail

shadow line

RC downstand beam to eng. details

to specialist details

concrete pool foundations to specialist details

section A-A

170

2890

pajama lounge

internal wall finish to be 1x smooth plaster coat & paint finish

Structur

255 shadow line

1x coat rhinolight plaster finish to under side of slab

internal wall finish to be 1x smooth plaster coat & paint finish

gas braai by specialist

510

dpm dpm

concrete foundation to be founded' on supportable soil with min size to be 750mmx250mm final details, depth and spec to be determined & confirmed by engineer

dpm 25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

shadow line

shelving to specialist joinery detailing and specifications

85mm pc lintel

garage

dpc

internal wall finish to be 1x smooth plaster coat & paint finish

stair note: 170mm riser 280mm tread stair note: 170mm riser 300mm tread

25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

concrete floor slab to engineers details 1x coat rhinolight plaster finish to under side of slab

2465

lounge

170

pool

Drawings height of p the contra foundation levels dee architect. A and any d correction notified at

1000

2890

2465

internal wall finish to be 1x smooth plaster coat & paint finish

covered patio

vertical dpm

ngl

shadow line

Setting

concrete floor slab to engineers details 1x coat rhinolight plaster finish to under side of slab

t.o.c. entrance hall floor level 0,000

vertical dpm

concrete roof slab to engineers details 1x coat rhinolight plaster finish to under side of slab

shadow line

plaster and paint finish

t.o.c. lounge floor level -0,510

parapet wall

vertical dpm 25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification

concrete foundation to be founded' on supportable soil with min size to be 750mmx250mm final details, depth and spec to be determined & confirmed by engineer

ngl

Build in pre Depth of fo Foundation by enginee on damp p well comp Provide ap sills & prov finished w specified. receive bri sides. All s with equal number of 100mm ba finishes m of floor fini demolition all dimensi

Roof no dpm

dpm

concrete foundation to be founded' on supportable soil with min size to be 750mmx250mm final details, depth and spec to be determined & confirmed by engineer

170

RC downstand beam to eng. details

parapet wall

stainless steel handrail @ 1m high above floor level with s/s balusters and horizontal running s/s rods all to specialist details all balustrades to comply with SANS 0400 & SANS 10160

b.i.c

1000

t.o.c. first floor level 2,890

2890

bedroom 2

u/s RC slab 5,355

balcony slab construction - reinforced concrete slab to engineers detail on loadbearing brick walls slab waterproofed with approved membrane such as derbigum (sp4 or equal and approved) laid to manufacturers spec with tiles laid on top with falls and outlets as shown on plan

shadow line

1x coat rhinolight plaster finish to under side of slab

rc beam to eng. spec.

drip detail

230

concrete roof slab to engineers details shadow line

340

stainless steel handrail @ 1m high above floor level with s/s balusters and horizontal running s/s rods all to specialist details all balustrades to comply with SANS 0400 & SANS 10160

510

parapet wall

u/s RC slab 5,780

3400

460 377

D 13

family room

slide

4370

D 21

230

5800

fold 230

230

line of cantilevered slab above

store

2540

tiles

4170

tiles

whb

paving infraset village cobble with a dump rock embedded road edge beam

2370

stair note: risers @ 170mm treads @ 300mm

beam @ 2805mm ht

230

4370

4830

1230

100 x 100mm steel structural post to eng. spec., painted to match window frame

store 230

230

step down

230

2366

1000

D 18

entrance hall

up 1

230

D 3

460

1200

75Ø rwdp chased into wall using wire mesh & plaster

slide

7710

line of rc bridge above

gas line

proposed pool pump position to be confirmed with pool specialist

stair note: risers @ 170mm treads @ 280mm

T.O.C. -0,510

screed & tiles laid to a min fall

re 1,5m away from sewer connection

230

insitu cast concrete staircase according to engineers details

tiles

contractor to confirm position of sewer connection point on site and adjust sp line accordingly

1200

W 8

1460

dining

600

server room

1200

170mm step down

D 2

3000 230

2000

230 fire wall

D 11

560

12620

170mm step down

T.O.C. -0,680

beam @ 2975mm ht

shallow end

4800

1000

slide whb

1575

280 280 280 280 280 280 280 280 280

fold tiles

T.O.C. -0,850

345

covered patio

tiles

by specialist

17240

3540

beam @ 2805mm ht

pool

345

8243

6928

9073

8728

1200

100 Ø OVP in Duct with access panels

1000

115

D 19

230

3000

2885

shr

Side shower walls and floor to be correctly sealed and waterproofed

D 11

3460

4770 115

115

gas line

Structural notes:

Build in precast prestresse Depth of foundation trench Foundations to be set on f by engineer. New concrete on damp proof membrane well compacted fill. Top of Provide approved dpc (gun sills & provide vertical dpc finished with 30mm minim specified. All brickwork to receive brickforce every co sides. All stairs unless oth with equal treads 250mm m number of risers exceed fiv 100mm baluster spacing a finishes must remain cons of floor finishes when scre demolition of all walls to be all dimensions to be checke

13410

3770 slide

230 2770

115

1200

tiles

screed & tiles laid to a min fall

230 230

300 300 W 1

lounge

345

100 Ø RWDP in Duct with access panels

deep end

T.O.C. 0,000 230 115

1000

1800

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

115

230

study

minimunm 450mm invert level to sewer connection

W 9

1000

1510

T.O.C. 0,000

tiles

all plumbing above ground to be according to the nbr regulations

staff room

D 4

230

gas bottle storage located below slab & accessible from garden see detail and notes

Drawings are prepared fro height of plinths number o the contractor & engineer foundations to be a minim levels deemed necessary architect. All levels, dimen and any discrepancies are correction. The architect w notified at the time of comm

all plumbing pipes to be 900mm away from walls

tiles

water feature by specialist

gas line

3718

gas braai

atrium

W 2

345

460

345

steps up

Setting out, excavati

1000

1270

RW pipe to be protected from load

gas fireplace

1425

75Ø rwdp chased into wall using wire mesh & plaster

D 18

sink

shelves

W 10

cupboards and shelving to specialist joinery detailing and specifications

600

W 3

stainless steel handrail @ 1m high above floor level with s/s balusters and horizontal running steel rods all to specialist details all balustrades to comply with SANS 0400 & SANS 10160

100 Ø OVP in Duct with access panels

345 230

115

stair note: risers @ 170mm treads @ 350mm

925

1270

line of cantilevered slab above final number of steps to be determined on site and confirmed with architect before construction up

1500

100Ø soil pipe to sabs standards laid to a min. fall of 1:40

485

230

230 230 770

minimunm 450mm invert level to sewer connection

345

1000

all plumbing above ground to be according to the nbr regulations

W 9

gulley

230

ie all plumbing pipes to be 900mm away from walls

dpm 25 Cement screed on 75mm surface bed to eng. specification on 250 micron USB green DPM on compacted and poisoned fill all to eng. specification concrete foundation to be founded' on supportable soil with min size to be 750mmx250mm final details, depth and spec to be determined & confirmed by engineer

Rafters & t courses of required fla between ro insulation o grill or cera screed to f details. de using wire

Drainag

Provide ins changes in drain, prov level. All sa provide 50 have minim provide ad Drains mus at either en basins pro showers, la To all wc's all vents sh provide ov pool if at lo

20 00

ve le nti ca e of ov e ab lin b sla

4 5 10 15 DP RW ith ls Ø w ne 0 ct pa 10 Du ss in cce a

ed be firm on to con ucti tr ps d te n ns f s e a co r o sit re be n fo m d o be nu ine ect up it al up fin termarch ps de ith ste 1 w 2

lis

ol ia

bra

5 W 3

. s .C tile T.O,850 -0

s ll tile fa & in ed a m re sc id to la

lin

W 2

D 2

S nd alu l ro ith ha b tee el s/s g s ils ly w ste ith in ta mp ss w nn de co le el ru t in lev tal lis s to sta oor on ecia de 60 fl oriz sp stra 01 h to lu 1 all ll ba NS a SA &

tile

tio

D 3

riu

at re atu list r fe ia te ec wa sp by

be de

sli

W 1

30 s ga

lin

ng ni

. s .C 0 T.O,51 -0

tile

ily

. .C 0 T.O,68 -0

tile

de 23

om ro

11 5

00 12

tile

kit

3 2 1

7 27

D 11

w er e ow b led d sh r to a fe e oo se roo Sid nd fl ctly terp a rre wa co nd a

lin

rc of

m m m : te 70 m no 1 00 ir @ 3 sta ers s @ ris ead tr

bri

0 23

w/m

0 23

t/d

tile

lid so in r m oo 30 re d fi

85 36

l ha

ry le

p ste

. .C 0 T.O,51 -0

m 0m

15 11 D

sin

ste

0 ath

e or st

fire

ul sc s tile

. s .C 0 tile T.O,00 0

lin

d/w

s ga

15 51 11 15 1

90 26

D 11

k sin

y lle gu

15 51 11

e or

fire

tile

. .C 0 T.O,17 0

u do

ge ra

in m

5 11

W 7

42 19

0 23

30 12

ll or fa do d 1% tte to sla id la lly ta or on Flo riz ho al on cti l se ve d le ate or m flo to ge au ra ht m ga iu m ht m to m 25 up 21 65m p m ra l @ 24 l@ rc

alu

r nte pla

ed e as ir ch g w dp sin r rw u ste d Ø all pla re 75 to w & ve le in esh nti m ca e of ov e ab lin b sla

ed ap sc nd la

00 10

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

y wa ive dr

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

70 17

h d wit roa le d bb de co ed ge mb g villa k e vin et roc pa as p am fr m in du e be a dg e

00 60

34 60 64

30 12 0 23

a c n at m. s be spo s th su ncie re ork act pe w ntr cre co dis f

30 02 23

g g in ilin elv eta sh d d ery an in s jo ns rd st tio oa iali ica pb ec cif cu sp spe 0 to and 23

5 11

. .C 0 s tile T.O,17 0

15 11 rit be ge wc

00 10

VP O ith ls Ø w ne 0 ct pa 10 Du ss in cce a

60 52

17 80

00 85

0 36

23 58

e nc tra en

e dg

00 12 te re g nc in s 00 co ord il 30 st cc eta ca a d 0 u se rs 60 sit a ee in irc gin m m m : sta en te 70 m to no 1 80 ir @ 2 sta ers s @ ris ead tr e

p/b

es elv sh

ut yo l la ica ctr s ele tail g, in s en de ch st 00 tail ard kit iali 48 de bo al ec ut up s fin sp yo c il la nd deta to en a st ch ters li e kit un ecia ov co sp ve ab to sto r s cto ga xtra e

e lin

en ch

s ga

VP O ith els Ø w n 0 ct pa 10 Du ss in cce a

pla

fire

ge & en ra lab rd sto w s ga tes ttle elo om no bo d b le fr nd s a ga cate ssibtail lo cce de a ee s

co . s .C 0 tile T.O,68 -0

s ll tile fa & in ed a m re sc id to la

g g in in tail elv e sh y d d er an in s s jo on rd st ati oa iali ific ce pb ec ec cu sp sp pla to nd fire s a ga

0 23

14 0 23

m m m : te 70 m no 1 50 ir @ 3 sta ers s @ ris ead tr d

a be lo to m e fro pip ted c RW te pro

po ow

all

sh ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

12 21

ge s ra ote sto d n n ttle a bo il s eta ga e d se

65 16

35 14

4 p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp pro sit poo po ith w

0 23

wa fire 0

sli 00

h d wit roa le d bb de co ed ge mb g villa k e vin et roc pa as p am fr m in du e be a dg e

n la

p or flo nd :50 ou 1 gr ale sc

p at ee ge w ar gh d ll ch rou r an wa dis th nb ons ry to ls ti da ter rva g toica in if wa inte rd ec rm lar cco sp sto gu s a ers re ole ine h ng e un bo

be to alls d es w un ro pip m l g fro ve g e ve th o bin ay le s m aw rt ab g to ard g ve plu m in in in nd all 0m mb ord ns m sta 90 plu acc tio 0m tion la bs 0 45 nec all be gu sa 1:4 to r re unm con e to of nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

2 10

02 23

do in

0 l@

60 0

1 24 h

gu 23

hig

23 32 b

lw s

5 11 s

tile 0

tile

23 rc

wc t es wh

23 ht

23 ht m

5m 00

m m 65 24 l@ rc 27

ste

6 24

try 0

00 10 23

17 11

fo el d ste te e m in am t 0m os pa fr 10 l p c., ow e x d 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to ca e of ov e ab lin b sla

n pa 23

66 sli

0 23 30

12 48

5 34

14 0 28 0 0

0 0 28 0 28 p

56 m

3 0

28 28 0 28 0 28

28 0 ld

28 62 wn

85 on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

b sli

18 37 wn

ht m 05 28 @

do p ste m 0m 17

er rv seoom r 0 23

43 0

12 do ste 0m 17 30 02 23

46 0

fo 70 43

0 am 00

23 be 12

m m 75 29 @

m ea de

Level -01

Site Panoramic

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

4 72

00 28 70

30 00

15 69 43

3 12

ht 301 2

23 0 46

30 02 7

23 47 37

be to lls d a es w un ro pip m l g fro e g e ve bin ay bov th le s to m w rt a a ard g ing ve plu m in nd bin ord ns all 0m m sta 90 plum acc tio 0m tion la bs 0 45 nec all e gu sa :4 b to r re unm con e to of 1 nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

30 48

45 70

23 10

1 R

.2 .6 13

un co

Level 00

PETER PLACE SHOPPING CENTRE bryanston, jhb // 2014 + Client brief + Design concept + Area schedules + Diagrams in Photoshop + Client presentation Area: 7,760m RIBA work stage: 1+2 Cost: ZAR 65mil AutoCAD to Photoshop

Level 01

HOUSE HENKEL fourways, jhb // 2013 - 2014 + Council submission + Technical details + Bathroom details in Revit + Electrical layouts + Tiling layouts + Project management + Regular site meetings with clients & contractors Area: 650m2 RIBA work stages: 4+5 Cost: ZAR 4,2mil

DUCT

Above: Section through staircase Middle: Fireplace detail in plan Below: Fireplace detail in elevation AutoCAD Opposite page: Photographs tracking construction progress on site Photographs by Kier Bothwell

heated towel rail

power point to towel rail

900

400

500

gibret wc

500

1715

bath

745 mixer

2630

final position of bath to be determined on site

860

C 1836

shower 860

500

1530

power point to heated towel rail

400 high seat 500

MAIN EN - SUITE

BATHROOMS FOR FOURWAYS GARDENS

rose

330

600

vanity

DWG: DWG #: SCALE: REV:

mixer

MAIN EN-SUITE 17/02/2014 1:20 C

rose

350 seat

mixer

lara

hood

nick

n a p i e r+ 2 7 8 3 2 6 6 7 4 6 2

+27829024199

B.Arch. M.I.A. R.I.B.A. Reg. No 5132 Reg. No ST 0617

Main bathroom en-suite design renderings & sanitary ware layout Revit & AutoCAD

CLUB HOUSE

cedar creek, jhb // 2014

+ Client brief + Site study + Concept design & feasibility + Revit to Photoshop + Diagrammatic representation + Graphical presentation for client

Area: 900m2 RIBA work stage: 1+2 Cost: Unknown

Client presentation renderings Revit to Photoshop

Ground and First Floor Plan AutoCAD to Photoshop

Photographs tracking progress on site Photographs by Kier Bothwell

__________________________________________________________________________________________________

SANDTON OFFICE sandton, jhb // 2009 - 2011 + Technical documentation + Water feature, window sill, boundary wall & sign board detailing + Weekly site meetings + Regular client/tenant meetings + Water feature detailing + Project management + Site inspections & snagging Area: 900m2 RIBA work stages: 4-6 Cost: Unknown

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

55 25 5

10 15

30 18

t ialis ec

d ere v tile an fc e e o ov lin b ab sla

00 12

tile

5 10 15 DP RW ith ls 0 Ø t w ne 10 Duc s pa in ces ac

d en

0 23

00 48

75 53

i raa

s tile fall d & min ree a sc to laid

5 34

. .C T.O,850 -0

5 34

00 18

W 3

. .C T.O,680 -0

42 19

s lin ga

00 30

W 2

mm 05 28

0 46

00 48

80 24

20 20

ture fea list ter cia wa spe by

atr

. .C T.O,510 -0

s lin

D 13

tile

0 23

W 1

p/b

0 52

0 23

D 11

80 39

ie gu

85 28

y lle

30 2

5 11

w/m

. .C T.O,000 0

W 9

70 27

es elv sh

tile

D 11

f rc eo

ve bo

k sin

s tile

all rw we be ho e s or to ale Sid d flo y se ro an rrectl terp co wa

D 11

eh nc

k sin

15 51 11

. .C T.O,000 0

tra

ea dg bri

tile

t/d

r lle

n ow pd

. .C T.O,510 -0

u sc

ste

90 26

D 12

tile

lin

00 12 te 00 re 30 g nc co ordin ils st 0 ca acc deta 60 itu se ins ca eers ir sta engin : to mm ote 170 mm ir n 80 sta ers @@ 2 ris ads tre

0 23

stu

g ing W lvin il 10 he deta d s ry an ine s rds t jo on oa lis ati pb cia ic cu spe pecif to d s an

: mm ote 170 mm ir n 00 sta ers @@ 3 ris ads tre

d/w

e s lin ga

15 51 11

ut yo l la ica ctr ele ils en deta ch g, kit list 00 ilin s ia al 48 deta oard fin spec t b ou up to lay d c ils en an t deta ch rs kit unte ialis e co spec e ov to tov ab s s tor ga trac ex

es elv sh

he c kit

ing din tile

ium

ve bo ha hig 1m d 0 @ an 40 rail stersds S0 nd AN ha alu l ro el /s b stee hS ste h s wit ss wit ning tails ply inle vel run de om sta or le ntal list to c flo rizo pecia des ho to s stra 160 all balu S 10 all SAN &

am be slid

0 23

e rag tes sto d no le ott an s b tail ga e de se

s lin ga

h wit road le bb ed co dd ge mbe g villa e vin pa set rock a p infr dum beam a ge ed

35 16

roo

s fi

g ing lvin il he deta d s ry an ine s rds t jo on oa lis ati pb cia ic cu spe pecif to d s ce pla an

ily s . tile .C T.O,680 -0

fam

e ng

P OV ith ls 0 Ø t w ne 10 Duc s pa in ces ac

tile

lou

5 34

e lac rep s fi ga

o ati

s tile fall d & min ree a sc to laid

D 21

0 23

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

30 12

ed as e ch g wir dp rw usin ter ll Ø s 75 wa pla into sh & me

el ste d m 0m st inte e 10 l po pa fram 0 x ra c., w 10 uctu . spe indo str eng h w to matc red ve to tile an fc e e o ov lin b ab sla

e rag b & en sto sla rd le w ga ott elo m tes s b b fro no ga atedsible and loc ces etail ac e d se

e s lin ga

re ve co tile

11 be to lls a es d pip m w un ing fro gro ve e mb ay bo th plu m aw el g a to all lev m in 0 ing ert 90 s mb rd s inv ard plu cco on m nd all be a ulati 0m on sta 45 cti to r reg bs 0 m ne sa nb un on to f 1:4 im er c ipe ll o min sew il p fa to so in. 0Ø a m 10 to id

0 23

5 11

1 D 11

W 5

D 11

k sin

lle gu

ed be to onfirm tion c ps uc ste nd str of ite a con s er mb on fore nu ed t be in c al fin term hite up de h arc wit up 1 ps ste 2

be load e to om pip d fr RW tecte pro

ol po

w allo sh

t p e a ee arg h w ll ch ug nd wa dis ro a ry to ls th nbr s da un ter a to tion bo wa terv ing ica rm r in rd cif sto gula acco spe re les eers ho gin en

lan rp loo df un :50 gro ale 1 sc

7 37 e slid

70 24

1000

AutoCAD 0

47 m 0m 17

n ht m m 65

@ rcl

p d um rme lp oo onfi d p be c list se ia po n to ec pro sitio ol sp po h po wit

n tio rm ec p nfi nn co co st s to er dju tor ew a ac of s and ntr e co sition n sit ingly m po int o cord fro po e ac ay on aw ecti lin n m 1,5 con re wer se

2 10

r rve seoom ste

ow 10

77 00 27 230

02 26

23 00

Cross Section B-B 60

23 32

5 11

0 0

30 23

12 0

28 0 28

0 0 e

Sign board detail in plan 28 0 28 28 slid

37 fold

30 56

0 28 28 0 0 62

28 o pd ste m 0m 17 30

12 48

Above: 5

Ground Floor Plan mm

ht 05 28

n ow

ste 0m

@ am be

0 43

23 fold 82

14 0 23

34 5

34 slid

2 @ am be

d en

70 43

Opposite page (clockwise): 30

n tio rm ec p nfi nn co r co just s to e d tor ew a ac of s and ntr e co sition n sit ingly m po int o cord fro po e ac ay on aw ecti lin n m 1,5 con re wer se

: mm ote 170 mm ir n 50 sta ers @@ 3 ris ads tre

30 00

48 mm

ht 5 97 00 12

5 1

02 23 10

Window sill details 02 23

46 0 23

17 70

be to lls a es d pip m w un ing fro gro ve e mb ay bo th plu aw el g a g to all mm lev in 0 in ert 90 s mb rd s inv ard plu cco on m nd all be a ulati 0m on sta 45 cti to r reg bs 0 m ne sa nb un on to f 1:4 im er c ipe ll o min sew il p fa to so in. 0Ø a m 10 to laid

0 0 46 7

28 0

69 23

23 30 02 014

3 72 37

87 24 17

77 0 27

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

UCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

HOUSE MKHARI bryanston, jhb // 2010 - 2011 + + + +

Daily on-site project management Technical detailing Bathroom details / tile layouts Weekly client / subcontractor meetings + Quality control & snagging + Handover & closeout Area: 930m2 RIBA work stage: 4-6 Cost: ZAR 9,5mil Photographs by Kier Bothwell

EDUCATIONAL

EXPERIENCE _____________________________________

_________________________________________________________

ROTTEN POTATOES

Redefining Perceptions and Integrating the Police Station in City and Suburban _____________________________________________________________________________________________________ master of architecture (professional) design & theory dissertation city & suburban, jhb // 2013 The dissertation proposes a hybrid Police Station which comprises a police museum and library, located in the historical Three Castles Cigarette Factory, a lecture hall, retail space, a youth zone, police dormitory in the former Nugget Hotel and a public square. Through this diverse programmatic approach and careful design considerations for the police’s specific requirements to operate, hierarchies of circulation, the celebration of old and new, materials inspired by the context, use of light and shadow, water and sound, vegetation and visual connections, this new Police Station challenges negative perceptions associated with policing in South Africa and begins to integrate the people and the state’s strong-arm of power; redefining perceptions from the past. Please follow link for complete thesis: http://issuu.com/kierbothwell/docs/kier_c._bothwell_-_rotten_potatoes_

Towards the Three Castles Cigarette Factory and the Police Station’s Main Entrance Revit to Photoshop

to nd a

30 02

flo nd ou 1 gr ale sc

2 10

p at ee ge w ar gh d ll ch rou r an wa dis th b ns ry r to als to natio da rv g ic un wate te rdin cif e in rm lar cco sp sto gu s a ers re ole ine h ng e

be to alls d es w un ro pip m l g fro e g e ve bin ay bov th le s m aw rt a g to ard g ve plu m in in in nd all 0m mb ord ns m sta 90 lu cc tio 0m tion p a la bs 0 45 nec all be gu sa 1:4 to r re unm con e to of nb ip fall im er in w il p . m se so min to 0Ã&#x2DC; a 10 id to la

d ste te e m t in am 0m os pa fr 10 l p ec., ow x d 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to ca e of ov e ab lin b sla

Ground Floor Plan

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

sli

AutoCAD

01 23

23 0 46

30 02 7

23 47 37

70 48

0 17

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

cc cc

16,830 15,980

12,240 12,240

12,240

dd dd

12,240

8,160

7,650 8,160

7,650 4,420

3,570

4,420 3,570 0,510

0,000

0,510

0,000

-3,400 -3,400

Top of page: North Elevation Above: Longitudinal Section through Police Station AutoCAD

50mm layer of river rounded stones; no geotextile sheet required external wall to be smoothly plastered & painted with one coat universal undercoat & two coats 'white' PVA

80mm polyurethane insulation panels bonded to slab with 100mm spacings between panels by specialist 3mm profiled aluminium sheet powder coated cementitious bandage

TO PARAPET 12,155

935

10 year warranty, torch on bituminous waterproofing with 75mm side laps & 100mm end laps under 250 micron plastic sheeting with 50mm laps, loose laid as protection layer in accordance with manufacturer

TOC ROOF 11,220

255

min. 35mm screed laid to min. falls 1:50 to 100mm Ø FBO set min. 20mm below slab on a 255mm RC slab with down-stand beams to eng. spec.

U/S CEILING 10,965

flush plastered ceiling with 12 x 10mm recessed joint to slab at corner of soffit: 'shadowline' exposed cable trays anodised aluminium transom with pressure & drainage opening to specialist spec. powder coated 'charcoal grey'

350 x 80mm SA pine light boxes bolted to the u/s of slab to reduce sound reverberation

fixed glazing: 6mm float glass, 12mm argon-filled cavity, 12mm float glass by manufacturer

5143

internal wall to be smoothly plastered & painted with one coat universal undercoat & two coats 'white' PVA

6mm suspended gypsum ceiling board painted with one coat universal undercoat & two coats 'white' PVA, suspended by aluminium T-section runners powder coated 'white' at 600mm c/c spacings

youth passively surveying Port Plein Park

40mm polished screed, pigmented 'burnt orange', with 40 x 10mm recessed joint to slab at corner of soffit ('shadowline') on min. 255mm RC slab with up-stand beams to eng. spec. 380 x 25mm SA pine board to be bonded to RC up-stand beam

295

FFL YOUTH ZONE 5,820

U/S CEILING 5,525

935

80mm polyurethane insulation cushion behind 6mm float glass 150 x 150 x 5mm MS angle fixed to RC down-stand beam with rawl bolts; painted with one coat red lead primer, one coat universal undercoat & two coats enamel

internal wall to be smoothly plastered & painted with one coat universal undercoat & two coats 'white' PVA

U/S RCL 4,590

plastered drip detail RC lintel to eng. spec.

riser: 170mm tread: 330mm

6mm toughened glass bonded to soft joints on MS IPE 140 beams 5485

1000

125 x 75mm galvanized C-channel gutter

50mm hardwood timber treads suspended & fixed with stainless steel rope to eng. spec. 50mm Ø stainless steel hand rail at 1m above ffl

NGL

850

FFL 0,040 340

precast concrete kerb

400 x 30mm SA pine board to be bonded to top of low brick wall 1000

brick pavers laid to fall away from building on min. 25mm bedding sand on min. 50mm level compacted aggregate on min. 25mm layers of compacted earth

dpm

polished cast-in-situ concrete reception desk with chamfered corners

agricultural drain to eng. detail 35mm screed

2970

85mm step in slab min. 35mm screed laid to min. falls 1:50 to 50mm Ø RWO set min. 20mm below slab on a 170mm RC slab to eng. spec.

FFL LOBBY 0,040

40mm polished screedwith 40 x 10mm recessed joint to slab at corner of soffit ('shadowline') on min. 255mm RC slab to eng. spec.

FFL BASEMENT -2,930 dpm

Perimeter Section through Main Entrance AutoCAD

RC foundation to eng. spec.

Lobby View Revit to Photoshop

CNC laser cut model

HER

___________________________________________________________________________

MAGISTRATES COURT

a be lo to m e fro pip ted c te

W pro

2 3 4

bra

. s .C tile T.O,850 -0

s ll tile fa & in ed a m re sc id to la

lin

. .C 0 T.O,68 -0

d re ve

ttle elo om no bo d b le fr nd s a ga cate ssibtail lo cce de a ee s

tile

t pa

s ll tile fa & in ed a m re sc id to la

0 23

D 2

tile

lin

g in

s ga

. .C 0 T.O,51 -0

n di

m m 05 28

ily . s .C 0 tile T.O,68 -0

m fa

be sli

70 41

0 28 0

5 10 15 DP RW ith ls Ø w ne 0 ct pa 10 Du ss in cce a

lis

ol ia

all

30 D

0 53

om ro

tile

p/b

2 1

lin

m m m : te 70 m no 1 00 ir @ 3 sta ers s @ ris ead tr

lin

es elv sh

bri

tile

e lin

. .C 0 T.O,00 0

e nc

t/d

lle

p ste

. .C 0 T.O,51 -0

m 0m 17

u sc

w/m

tile

tra en

15 5 11

51 11

d/w

ut yo l la ica ctr s ele tail g, in s en de ch st 00 tail ard kit li 8 de bo ia 4 al ec ut up s fin sp yo c il la nd deta to en a st ch ters li e kit un ecia ov co sp ve ab to sto r s cto ga xtra e

e ch kit

g g in in il ta elv e sh y d d er an in s s jo on rd st ati oa iali ific ce pb ec ec cu sp sp pla to nd fire s a ga

ge s ra ote sto d n n ttle a bo il s eta ga e d se

65 16

35 14

ed be firm on to con ucti tr ps d te n ns f s e a co r o sit re be n fo m d o be nu ine ect up it al up fin termarch ps de ith ste 1 w

po sh

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

0 23

5 p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp pro sit poo po ith w

el d ste te e m in am t 0m os pa fr 10 l p c., ow e x d 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to ca e of ov e ab lin b sla

h d wit roa le d bb de co ed ge mb g villa k e vin et roc pa as p am fr m in du e be a dg e

fo be to alls d es w un ro pip m l g fro ve g e ve th o bin ay le s m aw rt ab g to ard g ve plu m in in in nd all 0m mb ord ns m sta 90 plu acc tio 0m tion la bs 0 45 nec all be gu sa 1:4 to r re unm con e to of nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

p at ee ge w ar gh d ll ch rou r an wa dis th nb ons ry to ls ti da ter rva g toica a te din cif un bo rmw r in cor spe la c sto gu s a ers re ole ine h ng e

0 28

28 0 28 0 28

p or flo nd :50 ou 1 gr ale sc

23 de sli

Working Concept Models Polystyrene

0 2

ld re

28 10

Concept Model Hardwood Timbers

ht m 05

48 on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr n sit ing io co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

wn do p

28 wn

28 m

2 0 1

0 23

12 do p

56 m

ste

0m 17 30

m m m : te 70 m no 1 50 ir @ 3 sta ers s @ ris ead tr

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

0 62

Concept Diagrams Photoshop

ht m 75 29 @ am 0

m a be e lid

Opposite page:

be 0 12

ste 0m 17

Site Plan AutoCAD

46 0

fo 70

Left:

00 28 70

15 69 43

5 34

Since the end of Apartheid the identity of public service buildings has not significantly changed. As a result, the people are unable to identify with the state and vice versa. 0 27

m 01 23

02 0 46

23 7

0 23 47 37

30 48

be to lls d a es w un ro pip m l g fro e g e ve bin ay bov th le s to m w rt a a ard g ing ve plu m in nd bin rd ns all 0m m o sta 90 plum acc tio 0m tion la bs 0 45 nec all be gu sa :4 to r re unm con e to of 1 nb ip fall im er in w il p . m se so min to 0Ø a 10 id to la

The Magistrates Court proposed stands in opposition to the courts which exist across the South African landscape today. Celebrating transparency, movement and light, this Court building is an extension of the street domain, encouraging the people to partake in the judicial system by which their lives are governed. 2 17

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

bas honours design studio randburg cbd, jhb // october 2012 BRAM FISC

100°

__________________________________________________________________________________________________________________________________________________________

refuse store

d-d

b-b

d-d

b-b

d-d

b-b

d-d

accused drop-off area

magistrate's basement entrance

saps office 1

magistrate's basement below intenet cafe magistrates office

magistrates office

snr. prosecutor

regional prosecutor

basement entrance coffee bar 'chill' area

law library snack shop consul. room

kitchen

a-a

snr. prosecutor

a-a

court room

a-a

public passage

c-c

a-a

cafeteria 1

public atrium -1,360

c-c

a-a

c-c

court cell magistrates bridge magistrates office

magistrates office

cash hall cafeteria 2 building manager's store kitchen

BRAM FISCHER ROAD

regional prosecutor

play room

child protection 4,250 8,330

supervisor's office

regional prosecutor

witness room

11,390

7,990 11,220

15,470

access control security

building manager's office

server room

1,360 strong room

10,880

family counc.

estate officer

0,680

media center/library 0,000

record room (current)

tea room

maintenance investigator

estate officer reception 7,480

typist's

maintenance officer's

record room

conferece room

interdict clerks

b-b

d-d

interpreter's area

1,190

drop-off

archive

70 43 D

g g in in tail elv e sh y d d er an in s s t jo tion d r s a oa iali ific ce pb ec ec cu sp sp pla to nd fire a as

ry m

s tile

ste

0 0 46 23 30 02 23 47 01 23 7 37

or flo 0 d n :5 ou 1 gr ale sc

Ground Floor Plan

First Floor Plan

West Elevation

11 0

17 0

0 10

7 17

pla

h d wit roa le d bb de co ed ge b la em vil k vin et roc pa as p am fr m in du e be a dg e

ge s ra ote sto d n n ttle a bo il s eta ga e d se

p at ee ge w ar gh d ll ch rou r an wa dis th nb ons r to als to ati te rv ing ific wa inte ord pec rm lar cc s sto gu s a ers re ole ine h ng e

lle

lin

30 02 23 0

sin

5 11 5 11

sin

lin

lve

e sh

5 11

be to alls d es w un ro pip m l g fro e g e ve bin ay bov th le s m aw rt a g to ard g ve plu m in in in nd all 0m mb ord ns m sta 90 plu acc tio 0m tion s la ab :40 45 nec all be gu s 1 to r re unm con e to of ll nb ip im wer fa in il p . m se so min to 0Ă&#x2DC; a 10 id to la

tile

de sli

el d ste te e m t in am 0m os pa fr 10 l p ec., ow x d 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to a c e of ov e ab lin b sla

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion n sit ing o o it c s o ord fr n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

. .C 0 T.O,68 -0

. .C 0 T.O,51 -0

nte

VP O ith ls Ă&#x2DC; w ne 0 ct pa 10 Du ss in cce a

0 23

0 46 0 23

23 p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp ro o it p s po po ith w

ily

2 00

0 23

00 12

g g in ilin elv eta sh d d ery an in s t jo ons ard lis ati bo cia cific p e cu sp spe to d 30 an

l ul

tile

ed e as ir ch g w dp sin r rw u ste Ă&#x2DC; all pla 75 to w & in esh m

30 48

y er

all

d/w

t/d w/m

sli

rit be ge wc

0 23

tile

de sli

p ste

kit

0m 17

wn do

00 10

11 5

e ch

m m 75 29 @

s tile & in ed a m re sc id to la

am be

. .C tile T.O,850 -0 s

el tail g, in s en de ch st 00 tail ard kit iali 48 de bo al ec ut up s fin sp yo c il la nd deta to en a st ch nters iali e it c k u e ov co sp ve ab to sto r s cto ga xtra e

p/b

lin

5 11

00 27

.C 0 T.O,68 -0

ld fo

tile

34 00

DELVERS STREET INTERVENTION

A Inner City Vegetable Nursery _________________________________________________________________________________ bas honours design studio elective johannesburg cbd // march 2012 Delvers Street is a melting pot within the Johannesburg inner city, recognised for the considerably varying social conditions across the four districts which define it. Conceived as a vegetable nursery, the steel structure supports the sustainable production of vegetables through the use of recycled Coca-Cola bottles, rain water harvesting, and education. Attempting to bridge the divides between diverse groups of people who occupy Delvers Street and the greater Johannesburg inner city, the structure allows for the nursery to adapt to the changing needs of the cityâ&#x20AC;&#x2122;s dwellers and in particular those of the informal vegetable traders.

Revit to Photoshop

Hand drawn site observation (above)

0 23

ny t a be e b ec ot hit ill n ay e arc y w g m th e th art win om to ABS of p ra fr y ign is d ion ork le S rt s pe des f th is All w cab rs pro er rt o perm d. ppli ee in be e a t ve a th oth p ng to st s ny No hou pro the e , , e ot p 0) it ain a t. gs n e b ns ls m by c r w a 0 re re hite ne oard 104 win are e th atio ria d ig dra gs b ific ate an uctu arc es nt b NS y ils win ip to pec s. M s. ed l str the er d me (SA ta ra h s n n ut b le is d. rv a e h o o o de d ns d se rn wit r oth gre ons d ese ma an ucti ucti d rubb ecte re te ti a le g o s str tr rrie d ir h rk a ht ex in y or ula NS sc . T wo ard in ins ca an e d ll g rig or rm art S is A SA h er gs d nd ts d : py al nfi r p B Re rg win an sta itec nte are bis erw . in ht co rn co e SA g s. , la dra rial S rch pri ons rub oth oard out s rig g is e inte first y oth be uildinlation B a s ti n te re ec all ss ce b set e t tio se a SA h py win th out y an ls to l B gu F uc the ll m ith wit ctu sp ct, nle oti as f th hou o it Co dra es to with ed b teria tiona ty re str to . A w ce ufa d in ntra ll, u n on & on w is g d s a a ie , in nce nly rm an an uire co s fi ects lati ality ce G ati Th an itte r u ll m e N oc n o nfo rd m q of a it ti u n o 0- und ed ch rm d o t. A th g s : ati fera ns co cco ing re n ed rch ven e q me 40 f fo rmin pe pie ec with ildin es cific pre nsio to t a us t all letio us rd a nd r th om 10 o te ll e a a fo c t e d ic to a p e co hit ly bu S epth e de of a ha no ts sp take dim s an in str ed re th com not b tand ght ible not arc mp s & N l rr li A . D to b Top y c co de era itec hall red kind out fe nsu On ay n, s ral ons may - S onlyvels cts. . An ved co en rch . s figu ve d e re d e te. d m itio atu sp g G he a s etcuse ecti carrie ust b e an tora , an pos ith n ld re uildin cil. ions f site d le hite und ppro ch o un arc gro a be sp e T tail d, m ng ec site ed w he e b un at d de ale ir re to b lied rra insp e rov ided t be f th h co er tion gro the ed an to gin sc the rk pp to a g m th app rov no n o ug op ina ed h ish to ata en of wo & a tor ildin fro in e p will tio thro ite xam nish wit e fin rted er d and nsio c ll d t u d s c fi t d b e c a e a lb e e th po oth ct ime l c tru ns us ontr ca mov ere s to hite ons pla n & ace fina firm w t re nd hite r d C e lo re and om arc e c g io urf & con elo firs a rc fo ro he Th ildin vat m s ps & m b be nes e a ible th be e li id th s te e le t u o . T v a n s m it to b fr f ip s 0 us g to o c ab . Pro bit 0-O nsh the ex red r o on 50 m ildin ed sp ite. p ha 40 ma l of ap t, pa be er um site bu ort re n s S b 10 ork va ou pre um ine im n s, p eld o AB m g are s n eng min ry o sion be re be h ork w pro (S m a ap ttin gs linth r & e a ssa en to not g w ls 00 d te f 5 n Se win t of p acto to b nece , dim s are will encin lin o rou m te min le g e a Dra igh ontr ons ed vels ncie ect mm re b nc e a ab to ree he e c ati em ll le pa hit co g co b ort d th und de t. A cre arc of d to pp be s e fo vels ec dis The me s: se s u e pla ac e es he s ac un rf le hit ny n. e ti ot str enc firm urf (g su p o arc d a ctio at th l n pre tr on s M te gri an rre ed ra st on et rete DP cre ck an co tifi tu ca ati e s nc ne con bri ch no ruc pre und b co bra of dle all nd c n St ild in of fo ons to Newmem . Top (gu c.s to sa e m iv c ll Bu epth dati eer. of d fi dp l dp imu ce e D un gin pro cte ved ica in to re urs Fo en mp pa ro vert m m rk co rw by da com app ide 0m wo ery the 3 rick ev s o m v on ell e h w vid pro wit ll b rce les mm ro & n A P ls ed . kfo s u 250 eed sil ish ified bric ir ds xc ed e fin ec e ll sta ea rs e pac as ir ch g w sp ceiv . A al tr se r s a be dp sin r re es equ of ri ste m to alls rw u ste nd sid ith er balu st re s Ø wall pla es w u 5 ro & w mb m mu he 7 to pip m l g y fro ve g e in esh nu 0m es nis f a ve in th a o b le m s 10 ish or fi n o n m aw rt ab to fin flo litio sio ard g ing ve plu m d in in ll n of mo en a 0m mb ord ns m sta de dim 90 plu acc tio 0m tion s 0 n la b c 5 all 4 ne of all be gu sa 1:4 to r re unm con e to of Ro fte nb ip fall im er in w Ra il p in. m se o s m co to 0Ø to a 0 1 id la

60 34

C 5

00 10 0

00 10

2 3 12

5 11

0 23 30 02 23

23 47 7

00 10

23 35

14 0

a pl Second or lf o nd :50 ou 1Left: gr ale sc

Floor Plan

Ground Floor Plan Opposite page: West Elevation AutoCAD

0 23

ve le

10 5

Above: n

tile

lle

ste

23 15

ge s ra ote sto d n n ttle a bo il s eta ga e d se

hig

pa 0 23

pla

lin

h d wit roa le d bb de co ed ge b la em vil k vin et roc pa as p am fr m in du e be a dg e

w do in lw

es s

tile

ry nt 00 27 k

sin

p at ee ge w ar gh d ll ch rou r an wa dis th nb ons r to als to ati te rv ing ific wa inte ord pec rm lar cc s sto gu s a ers re ole ine h ng e

30 48

02 23 0

lve

sin

nte

12 p

e sh

VP O ith ls Ø w ne 0 ct pa 10 Du ss in cce a

flo

0 00

g g in ilin elv eta sh d d ery an in s t jo ons ard lis ati bo cia cific p e cu sp spe to d 30 an

lin

15 51 5 11

. .C 0 T.O,51 -0

g g in in tail elv e sh y d d er an in s s t jo tion d r s a oa iali ific ce pb ec ec cu sp sp pla to nd fire s a ga

3 5 11

sli

2 65m p m ra l @ 24 l@ rc

rit be ge wc

70 43 D

el d ste te e m t in am 0m os pa fr 10 l p ec., ow x d 0 tura sp in d 10 truc ng. h w re s e atc ve to m tile to an e c of ov e ab lin b sla

. .C 0 T.O,68 -0

y er

c tw

6 22

0 46 0 23 30

ily

tile

m oo

00 10

p ste

fire 0 23 0 23 ht m

24 2

l@ rc

w/m d/w

0 41 13

5 11

wn do

ll wa m m 5 46

t/d

tile

p ste

ste m 0m 17 ht

sli

1 11

0 23

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

on cti rm ne sp nfi on st co er c dju a r to w d to se an ac of e ly m ntr ion n sit ing o o it c s o ord fr n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

wn do 58

ed e as ir ch g w dp sin r rw u ste d Ø all pla re 75 to w & ve le in esh nti m ca e of ov e ab lin b sla

0 23

tile

5 12

cti

sla

ste

kit

ste

75 29 @ m 00

0 24 17

ut yo l la ica ctr s ele tail g, in s en de ch st 00 tail ard kit ciali 48 de bo t p e u u s fi sp yo c il la nd deta to en a st ch ters li e kit un ecia ov co sp ve ab to sto r s cto ga xtra e

p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp pro sit poo po ith w

l na

sli

ld am

28 87

ht m m

do p

ste

ll ha

p/b

m m

s ll tile fa & in ed a m re sc id to la

lin

a be

5 34

. .C 0 T.O,68 -0

ate

z ori

lis

ia ec

alu

tte

lly

. .C 0 T.O,00 0

5 92

5 34

o po

m m m : te 70 m no 1 00 ir @ 3 sta ers s @ ris ead tr

. .C 0 T.O,51 -0

ath

0 77

. s .C tile T.O,850 -0

e nc

. .C 0 T.O,17 0

02 23

tile

e er

tile

tio

w do

1 77

tile

1 0 28 28 0 56 0

n ni

lid so in r m oo 30 re d fi

tile

lin

s ll tile fa & in ed a m re sc id to la

DP RW ith ls Ø w ne 0 ct pa 10 Du ss in cce a

0 s

23 0

1 15

70 37

0 30 0 60 2

W 7 0

28 0 00

4 5

Flo

bra

tra

5 48 s

0 28 0 28

5 34 ps

ste

a be lo to m e fro pip ted c RW te pro

e de

0 28

tile

de sli

0 30

18 37 s

m m : te 70 m no 1 50 ir @ 3 sta ers s @ ris ead tr

e ng

g e ra lab rd sto w s ga tes ttle elo om no bo d b le fr nd s a ga cate ssibtail lo cce de a ee s

ed on

be firm to con ucti tr ps d te n ns f s e a co r o sit re be on efo um ed t b l n in itec up a fin termarch de ith 1 w

lin

s ga

er rv seoom r

23 5 34 5 W 3

ve tile e

n ca of ov e ab lin b sla

te re g nc in s 00 co ord il 30 st cc eta ca a d 0 u se rs 60 sit a ee in irc gin m : 0m m sta en te 7 m to no 1 80 ir @ 2 sta ers s @ 00 ris ead 12 tr e ov ab e 3 dg bri 2 rc of e 1 lin up

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w & in esh m

fire

0 23

. .C 0 s tile T.O,17 0

3 0

tile

fire

e or

pla

fire

wa er e ow b led d sh r to a fe e oo se roo Sid nd fl ctly terp a rre wa co nd a

20 wc

be to alls d es w un ro pip m l g fro e g e ve bin ay bov th le s m aw rt a g to ard g ve plu m in in in nd all 0m mb ord ns m n 0 o sta c 9 plu ac lati 50m ctio bs 0 4 ne all be gu sa 1:4 n m to of to r re un co e nb ip fall im wer p . in il m se so min to 0Ø a 10 id to la

23 D

on cti rm ne sp nfi on st co er c dju a r to ew nd cto of s e a ly a m ntr ion sit ing co sit on ord fro n po int cc ay tio aw ec po e a m onn lin 1,5 r c re we se

0 20

W 1

sli

lls

re atu list r fe ia te ec wa sp by

VP O ith els Ø w n 0 ct pa 10 Du ss in cce a

34 30

D 11

. .C 0 T.O,00 0

tile

0 80

e ov ab h hig 00 1m and 04 il @ ters ds NS SA dra lus ro h an ba el it h te el s/s g s ils ly w ste ith nin eta mp ss w n d co le el ru t in lev tal lis s to sta oor on ecia de 60 fl oriz sp stra 01 h to lu 1 all ll ba NS a SA &

h d wit roa le d bb de co ed ge mb g villa k e vin et roc s p am a fr m in du e be a dg e

70 47

7 53

W 10

00 10

g in in tail elv e sh y d d er an in s s jo on rd list ati a ic o ia if pb ec ec cu sp sp to nd a

5 11

re VP O ith els Ø w n 0 ct pa 10 Du ss in cce a

. .C 0 T.O,00 0

tile

00 10

elv

5 11

30 02 23 00

sin

5 11

2 94

60 34

5 11

0 23

5 11

CONSTRUCTION

___________________________________________________________________________ bas honours advanced theory & practice of construction johannesburg cbd // may 2012

The major project for the Advanced Theory and Practice of Construction Honours course required groups of four students to explore inter-systems performance in design and construction through re-conceptualising the design of an existing, dated inner city building. With the primary focus being on sustainability, the proposed design needed to facilitate bio-physical, socio-economic, socio-political and socio-cultural issues specific to the context. Individuals were then required to design relevant details.

Cross Section A-A (left) Concept Diagram (above)

Balcony planter / screen detail (left) Concept Diagram (above)

MEYER STREET INTERVENTION

A Mixed-Use Development __________________________________________________________________________________________________ architectural design & theory 3 germiston, jhb // august 2010 Part of Germiston’s urban renewal scheme, Meyer Street is being established as the district’s ‘high street’. With an allocated site along Meyer Street the proposed intervention comprises an art gallery, small preparatory school and three residences. An internal programmed courtyard acts as the unifying space; a safe, pause space. Security, orientation and surrounding activities were the primary informants for the programmatic arrangement while the decision to employ a concrete framed structure was influenced by surrounding structures, sociocultural and socioeconomic conditions.

Concept models

VICTORIA STREET

conference room

sick room

waiting area

atrium kitchenette

gardeners storage

reception/ secretary

school foyer

bition

vertical garden

'ma

hi ers ex

JACK STREET

co po ntrac sit to

fin de al nu wit term mbe h a ine r o rch d o f ste ite n s ct it ps b e a to up efore nd c be co onfi ns 1 tru rmed cti on 2 ste

17 24

00 34

0 28 28 0

din

fold

1 23 66 sta ris ir no tre ers @ te: ad s @ 170 30 mm 0m m

ery

ath

23 0

11 15 D 11

ste

@ rcl

ull

65 m

T -0,5.O.C 10 .

t/d

11 11 5

tile

D 12

rcl

s lin

tra

tile

w/m

ga 51

T.O 0,0 .C 00 .

32 2

fin to al kit sp ch ec en ialis ele kit t d ctr co chen 48 etails ical lay to unte layo 00 ou sp rs t ec an ut de ga ia list d cu taili ex s sto de pbo ng, tra v tails ard cto e ra s bo ve

d/w

p/b

slid e

0 48 3

D 11

kit s

elv

24 65 m

11 5

ga se s bo e d ttle eta sto il a ra nd ge no tes

2 e

D 13

s lin

tile

ing

pla

28 0

tile

28 0

5 28

pd ow

roo

cu to pbo an spe ards d s cia a pe list nd cif jo sh ica ine elv tio ry ing ns de tail ga ing s fire

ste

17 0m m

ily

tile

34 5

82 43

ow n ste pd 17 0m m

be am

46 0

fam

28 0

29 75 m @ be am

tio

23 0 70 43

23 0

MEYER STREET

23 0 0

D 21

T -0,6.O.C 80 .

pa v infr ing a ase ed dum t vil ge p ro lag be ck e c am e ob mb ble ed w de ith d ro ad

T -0,5.O.C 10 .

27 00

gro sc und ale flo 1:5 or 0 p

28 0

m 2

slid

Ground Floor Plan 1

sc laid reed to & ti a m les in fall

23 0

bo un da sto ry wa re rm ll ho gula wate en les r inte r to gin ac d ee cordrvals isch rs a sp ing thro rge ec to ug at ific nb h w ati r a ee on nd p s

lou

red

all 90 plum 0m bin m all a gp to plum way ipes fro to nb be a bing m b r re cc wa e gu ordinabov lls min lati g eg to imu se nm ons to th roun we e d 10 r c 450 on m laid 0Ø s m n ec to oil p tio inve a m ipe n rt le in. to ve fall sab l of s s 1:4 tan 0 da rds

slid

10 str 0 x to uctu 100m to eng. ral p m s ma sp os te el tch ec t win ., pa lin do inte w sla e of fra d b a can me bo tile ve ve red

75 into Ø rw me wa dp c sh ll u has & p sin e las g w d ter ire

tile

T -0,6.O.C 80 .

28 0

tile

atrium

12 00

0 48 3

43 70

30 30 2

723 02

37 7

46 0

pro po pos wit sition ed p o hp oo to be ol pu ls pe con mp cia firm list ed

s lin

tile s T -0,8.O.C 50 .

ga ga s lin lo s bo e ac cate ttle se cess d be stora e d ib low g eta le fr s e il a om lab nd g & no ard tes en

34 ga

gallery reception

wh b

allo

fold

56 0

ialis

raa

05 mm

23 0

69 2

covered entrance

foyer

co po ntrac po sition tor to lin int o of s co e a n s e nfi cc ite wer rm ord an c re ing d a onn se 1,5m ly dju ecti we st o r c awa sp n on y frentrance covered ne cti om on

security control room

sc laid reed & visitors lockers to a m tiles in fall

red

10 0 15 in Ø R 10 ac Duct WD ce ss with P pa ne ls

lin sla e of b a can bo tile ve ve

15 00

20 18

to d fr be om loa

RW pro pip tec e te

90 73 87 28

sta ris ir no tre ers @ te: ad s @ 170 35 mm 0m m

gallery exhibition ramp entrance

12 62

5 34 70 12 5 92 5 34

security desk

cafe kitchen

all 90 plum 0m bin m all a gp to plum way ipes fro to nb be a bing m b r re cc wa e gu ordinabov lls min lati e g kitchen gcafe to imu se nm ons to th roun we e d 10 r c 450 0 on m laid Ø s ne m to oil p cti inv on ert a m ipe lev in. to el fall sab s of 1:4 stan 0 da rds

courtyard entrance

o ion r to lin int o of s co e a n s ew nfi rm cc ite ord an er co re ing d a nn se 1,5m ly dju ecti we st o r c awa sp n on y fr ne cti om on

48 5

bus stop; school drop off & collection

23 014

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ram

auditorium

70 23

West Elevation (above)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Cross Section through School (below)

North Elevation

Conceptual Drawings

0 23

30 20

0 0 18

00 48

20 4 19

ai bra

5 34

0 23

00 18

e lin

5 34

s ga

tile

00 30

s ga

20 20

0 23

0 52

5 11

m re atu list r fe ia te ec wa y sp b

riu at

00 48

am be sli

70 41

80 39

ll gu

W s 10 d an i s jo rd list a oa ia ific pb ec ec cu sp sp to nd a

85 28

lin

s ga

. .C 0 T.O,51 -0

ni s tile

0 23

0 53

m o ro

s d an i s jo rd list a oa ia ific pb ec ec cu sp sp to nd a

fl nd ou 1 gr ale sc

. .C 0 T.O,68 -0

ily

m m 05 28

s tile

m fa

0 23

30 70 37 de

8 24

0 23

0 46

e ov ab h hig 00 d 1m an 04 NS il @ rs s ra ste d SA nd alu l ro h ha b tee wit el s/s g s ils ly ste ith nin eta mp ss l w n d co le e ru t in lev tal ialis s to sta oor zon ec ade 60 fl ori sp str 01 h ll to alu S 1 a ll b N a SA &

5 34

ge un s tile

tio

VP O ith els Ø w n 0 uct pa 10 D ess in cc a

ce pla fire

0 4 35

. .C 0 T.O,68 -0

s ll tile fa & in ed a m re sc id to la

0 23

sli 0

00 30

e lin

0 ge & en ra lab ard sto w s g tes m ttle elo o no bo d b le fr nd s ib a ga cate ss tail lo cce de a ee s

s ga

r ve co

ed e as ir ch g w dp sin r rw u ste Ø all pla 75 to w h & in es m

30 12

el d ste te e m in am t 0m os pa fr 10 l p c., dow e x 0 tura sp in d 10 truc ng. h w re s e atc ve le to m nti to ca e of ov e ab lin b sla

p at ee ge w ar gh nd ll ch rou r a wa dis th nb ons ry r to als to ati da te rv ing ific wa inte rd ec rm lar cco sp stoegu s a ers r ole ine h ng un

25 2 10

60 0 56

18 37

0 28 0

75 53

d re

0 7 12

s ga

0 23

s ll tile fa & in ed a m re sc id to la

5 34

. s .C 0 tile T.O,85 -0

ld be to alls d un es w ro pip m o l g g fr e e ve le ov th bin ay s rt m aw ab to ard ve g ing plu m in nd bin rd ns all m m n 0 o m sta 90 plu acc latio 0m ctio bs 0 5 sa :4 all be gu m 4 nne to of 1 to br re un co e ip ll n im er in w oil p in. fa m se s m to 0Ø a 10 id to la

0 2 0 28 0 28

ve le nti ca e of ov e ab lin b sla

4 5 10 15 DP RW ith els Ø w n 0 ct pa 10 Du ess in cc a

0 0 12

d en

14 0

28 0 28 0 28 28 80 0 2 26

5 34

0 46

t lis cia e sp

28 ld

1 15

ad be lo to m e fro pip ted c RWrote p

ol po 00 30

all sh

p d m e pu firm ol on t po c lis d be ia se to ec po ion l sp pro osit poo p ith w

on cti rm ne sp nfi on st co er c dju a r to ew d to f s an ac o e ly m ntr ion sit ing fro n co osit t on ord ay tio p oin acc aw ec p e m onn lin 1,5 r c re we

m 05

5 48

sli

ht wn do p

1 wn do p ste m 0m

28 m

m a be

0 fo 70

17 30 2 30

ste

Ground Floor Plan

55 25

5 am 00

5 34

11 se

ed be firm tion to con uc ps d str te an on c fs e r o sit re be n efo m do tb nu ine ec up al up hit fin term arc ps de ith ste 1 w

d en

34 be 12

ht 3 02 7

23 47 37

29 01 23

3 02 0 46

m m m : te 70 m no 1 50 ir @ 3 sta sers s @ ri ead tr

p e de

0 23

on cti rm ne sp nfi on st co er c dju a r to ew d to f s an ac o e ly m ntr ion sit ing fro n co osit t on ord ay tio p oin acc aw ec p e m onn lin 1,5 r c re we se

00 69 43

5 70

30 00

15 28 30 48

be to alls d un es w pip om gro l g fr e e ve v le bin ay bo to th s rt m aw a g ard ve g plu m in in in nd all 00m mb ord ons m sta m on lu cc ti 9 p bs 0 a la 50 cti sa :4 all be gu m 4 nne to of 1 to br re un co e ip ll n im er in w oil p in. fa m se s m to 0Ø a 10 id to la

24 17

34 12

02 23 10

5 34

JUTA STREET STUDENT HOUSING

________________________________________________________________________ bas third year design studio braamfontein, jhb // may 2010 The project brief was to design a multi- storey building on a tight site in Braamfontein which would offer variations of student housing to the University of the Witwatersrand. Further programmes required included shared recreational and kitchen/dining spaces, a rooftop swimming pool, a lecture hall and offices for visiting lecturers.

Working Model

Residential Floor Plan

be All All En So All

0 year warranty, SP4 stick on bituminous waterproofing with 75mm side laps & 100mm end laps under 250 micron lastic sheeting with 50mm laps, loose laid as protection ayer in accordance with manufacturer: 'derbigum'

ementitious bandage

0mm polystyrene insulation

0 x 85mm timber forming a slope towards the roof

nodised aluminium transom with pressure & rainage opening to specialist spec.

mm aluminium sheet powder coated with profiled 'clip'

nodised aluminium transom 'face' with pressure & rainage opening, joined to transom by alloy-steel op rivet to specialist spec.

EE1

100mm polystyrene insulation panels glued to slab with 100mm gaps between panels

mm MS plate fixed to RC parapet with rawl bolts, painted with ne coat red lead primer, one coat universal undercoat & wo coats enamel

neig

3mm profiled aluminium sheet powder coated

350 x 80mm precast conc. coping

cementitious bandage

drip

cementitious bandage

T.O Parapet 53 442

10 year warranty, SP4 stick on bituminous waterproofing with 75mm side laps & 100mm end laps under 250 micron plastic sheeting with 50mm laps, loose laid as protection layer in accordance with manufacturer: 'derbigum'

luminium sheet bolted to inside of RC upstand beam

min. 35mm screed laid to min. falls 1:50 to 100mmØ FBO set min. 20mm below slab on min. 170mm RC slab with T-beam to eng. spec. 150 x 150 x 5mm MS angle iron fixed to RC downstand beam with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

fixed glazing: 6mm float glass, 12mm argon-filled cavity, 12mm float glass by manufacturer

mm MS infill bracket painted with one coat ed lead primer, one coat universal undercoat & two coats enamel

3mm stick on bituminous waterproofing

anodised aluminium transom with pressure & drainage opening to specialist spec. with aluminium finish

2485

min. 35mm screed laid to min. falls 1:50 to 100mm Ø BO on insulation on min. 170 RC T-beam to eng. spec.

smoothly plaster & paint with one coat universal undercoat & two coats PVA

fixed glazing: 6mm float glass, 12mm argon-filled cavity, 12mm float glass by manufacturer

chamfered edge in conc.

fixed glazing: 6mm safety glass, 12mm argon-filled cavity, 12mm safety glass by manufacturer

acrylic bandage flashing

440 x 440mm ceramic tile with 3mm spacing on min. 35mm screed on min. 255mm RC downstand beam to eng. spec.

1000

00mm polystyrene insulation panels glued to ab with 100mm gaps between panels

U/S downstand beam 52 415

80mm polystyrene insulation behind 6mm tinted float glass

anodised aluminium transom with pressure & drainage opening to specialist spec. with aluminium finish

50 x 150 x 5mm MS angle iron fixed RC downstand eam with rawl bolts, painted with one coat red ead primer, one coat universal undercoat & wo coats enamel

TOC 52 800 U/S ceiling 52 630

2274

0mm polystyrene insulation behind mm tinted float glass to specialist spec.

740 x 40mm galvanized grate with a 50 x 50mm grid bolted to the top of the galvanized C- channel forming a window cleaning ledge

5mm MS plate fixed to conc. with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

MAINTAINENCE LEVEL

840 x 150 x 8mm galvanized plate welded to a 200 x 8mm galvanized plate at a 90 ° angle & bolted to the RC downstand beam with rawl bolts to eng spec.

FFL 50 315

DPC

50mm galvanized grate with a 50 x 50mm grid bolted with rawl bolts to the side of the 840 x 150 x 8mm galvanized plate forming the sun shading device HVAC 80mm polystyrene insulation behind 6mm tinted float glass

840 x 150 x 8mm MS plate welded to a 200 x 8mm galvanized plate at a 90° angle & bolted to the RC downstand beam with rawl bolts to eng spec.

U/S downstand beam 2 675 U/S ceiling 10 826

2mm sheet steel 'smoke stop' bolted to underside of RC downstand beam & joined to transom 6mm suspended gypsum ceiling board painted with one coat universal undercoat & two coats PVA suspended by white powder coated aluminium T-section runners at 800mm c/c

smoothly plaster & paint with one coat universal undercoat & two coats PVA

500mm ceiling void fixed glazing: 6mm float glass, 12mm argon-filled cavity, 12mm float glass by manufacturer

50mm layer of river rounded stones, no geotextile sheet required

2537

3400

300 x 75mm aluminium angle white powder coated & bolted to the RC downstand beam

anodised aluminium transom with pressure & drainage opening to specialist spec.

100mm polystyrene insulation panels glued to slab with 100mm gaps between panels

fixed glazing: 6mm safety glass, 12mm argon-filled cavity, 12mm safety glass by manufacturer

FF1

7 x 100mm tongue & groove laminate meranti timber floor boarding on 15mm foam on min. 35mm screed on min. 255mm RC slab with downstand beam to eng. spec.

1000

5mm MS plate fixed to conc. with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

LOUNGE

350 x 80mm precast conc. coping cementitious bandage

FFL 8 187

80mm polystyrene insulation behind 6mm tinted float glass

min. 50mm screed on bituminous waterproofing on min. 35mm screed laid to min. falls 1:50 to 100mmØ FBO set min. 20mm below slab on min. 170mm RC slab with T-beam to eng. spec.

DPC

6mm gypsum ceiling board nailed to 38 x 38mm brandering to form a 200 x 400mm bulkhead, smoothly plastered & painted with one coat universal undercoat & two coats PVA

U/S ceiling 7 865

10mm 'neoprene' soft joint; movement joint 10mm 'neoprene' soft joint; movement joint

'V' joint

U/S downstand beam 7 445

10mm 'neoprene' soft joint; movement joint

3060

300mm masonry cavity wall with galvanized steel brickforce every 4th course internal leaf: 'red clay' facebrick with flush mortar joint external leaf: stock brick, smoothly plastered & painted with one coat universal undercoat & two coats PVA 75 x 75mm polystyrene cornice painted with one coat primer & two coats PVA

smoothly plaster & paint with one coat universal undercoat & two coats PVA

900mm stainless steel balustrading with 50mmØ handrail & 10mmØ bar infills by manufacturer: 'aquarius'

80mm polystyrene insulation

1000

10 year warranty, CG3 & CG4 torch on bituminous waterproofing with 75mm side laps & 100mm end laps under 250 micron plastic sheeting with 50mm laps, loose laid as protection layerin accordance with manufacturer: 'derbigum' 280 x 50mm precast conc. coping

300mm masonry cavity wall with galvanized steel brickforce every 4th course internal leaf: stock brick, smoothly plastered, painted with one coat universal undercoat & two coats PVA external leaf: 'red clay' facebrick with recessed mortar joint

2733

flush plastered ceiling with 12 x 10mm recessed joint to slab at junction of wall & downstand beam, 'shadowline'

flush plastered ceiling with 12 x 10mm recessed joint to slab at corner of soffit, 'shadowline'

80mm polystyrene insulation 150 x 15mm supawood skirting painted with one coat primer & two coats PVA

cementitious bandage GALLERY

min. 35mm screed laid to min. falls 1:50 to 75mmØ FBO set min. 20mm below slab on min. 170mm RC slab with upstand beam to eng. spec.

7 x 100mm tongue & groove laminate meranti timber floor boarding on 15mm foam on min. 35mm screed on min. 255mm RC slab with downstand beam to eng. spec.

'V' joint

U/S ceiling 5 245

10mm 'neoprene' soft joint; movement joint

smoothly plaster & paint with one coat universal undercoat & two coats PVA

230mm masonry wall with galvanized steel brickforce every 4th course internal & external leaf: stock brick, smoothly plastered & painted with one coat universal undercoat & two coats PVA

GARDENERS STORAGE

section y-y

FFL 5 510

LOUNGE

smoothly plaster & paint with one coat universal undercoat & two coats PVA

flush plastered ceiling with 12 x 10mm recessed joint to slab at junction of wall & downstand beam, 'shadowline' flush plastered ceiling with 12 x 10mm recessed joint to slab at corner of soffit, 'shadowline'

JOB U/S downstand beam 4 820

CLIEN

STAN

TOW

1:20

PROJ

DRAW

REVI ARC DRA DATE SCAL CHEC

PRODUCED BY AN AUTODESK EDUCATIONAL PRO

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

7 x 100mm tongue & groove laminate meranti timber floor boarding on 15mm PE foam on min. 35mm screed on min. 255mm RC slab to eng. spec.

5mm MS plate fixed to conc. with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

anodized aluminium transom with pressure & drainage opening, joined to transom by alloy-steel pop rivet to specialist spec.

80mm polystyrene insulation behind 6mm tinted float glass to specialist spec.

70 x 85mm timber forming a slope towards the roof anodised aluminium transom with pressure & drainage opening to specialist spec.

3mm MS infill bracket painted with one coat red lead primer, one coat universal undercoat & two coats enamel

3mm aluminium sheet powder coated with profiled 'clip' anodised aluminium transom 'face' with pressure & drainage opening, joined to transom by alloy-steel pop rivet to specialist spec.

100mm polystyrene insulation panels glued to slab with 100mm gaps between panels 350 x 80mm precast conc. coping

5mm MS plate fixed to RC parapet with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

150 x 150 x 5mm MS angle iron fixed RC downstand beam with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel drip

cementitious bandage

silicone sealant joint

aluminium sheet bolted to inside of RC upstand beam

80mm polystyrene insulation behind 6mm tinted float glass to specialist spec.

10mm 'neoprene' soft joint; movement joint fixed glazing: 6mm float glass, 12mm argon-filled cavity, 12mm float glass by manufacturer

3mm MS infill bracket painted with one coat red lead primer, one coat universal undercoat & two coats enamel

3mm stick on bituminous waterproofing

gundle brickgrip DPC 375 damp proof course, type B with min. 150mm overlaps anodised aluminium transom with pressure & drainage opening to specialist spec. with aluminium finish

150 x 150 x 5mm MS angle iron fixed RC downstand beam with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

min. 35mm screed laid to min. falls 1:50 to 100mm Ø FBO on insulation on min. 170 RC T-beam to eng. spec.

chamfered edge in conc.

2485

RC downstand beam to eng. spec.

10mm 'neoprene' soft joint; movement joint

acrylic bandage flashing

100mm polystyrene insulation panels glued to slab with 100mm gaps between panels

detail EE1 1:5

740 x 40mm galvanized grate with a 50 x 50mm grid bolted to the top of the galvanized C- channel forming a window cleaning ledge

detail FF1 1:5

840 x 150 x 8mm galvanized plate welded to a 200 x 8mm galvanized plate at a 90 ° angle & bolted to the RC downstand beam with rawl bolts to eng spec.

50mm galvanized grate with a 50 x 50mm grid bolted with rawl bolts to the side of the 840 x 150 x 8mm galvanized plate forming the sun shading device

Curtain Wall Details

300mm masonry cavity wall with galvanized steel brickforce every 4th course internal leaf: smoothly plastered & painted with one coat universal undercoat & two coats PVA external leaf: 'red clay' facebrick with recessed mortar joint

DPC flush plastered ceiling with 12 x 10mm recessed joint at corner of soffit; shadowline

HVAC 840 x 150 x 8mm MS plate welded to a 200 x 8mm galvanized plate at a 90° angle & bolted to the RC downstand beam with rawl bolts to eng spec. 300 x 75mm aluminium angle white powder coated & bolted to the RC downstand beam

3400

7 x 100mm tongue & groove laminate meranti timber floor boarding on 15mm PE foam on min. 35mm screed on min. 255mm RC slab to eng. spec.

5mm MS plate fixed to conc. with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

anodized aluminium transom with pressure & drainage opening, joined to transom by alloy-steel pop rivet to specialist spec.

80mm polystyrene insulation behind 6mm tinted float glass to specialist spec.

50mm layer of river rounded stones, no geotextile sheet required 100mm polystyrene insulation panels glued to slab with 100mm gaps between panels 10 year warranty, SP4 stick on bituminous waterproofing with 75mm side laps & 100mm end laps under 250 micron plastic sheeting with 50mm laps, loose laid as protection layerin accordance with manufacturer: 'derbigum' 700 x 700 x 80mm galvanized expanded metal containment 350 x 80mm precast conc. coping

3mm MS infill bracket painted with one coat red lead primer, one coat universal undercoat & two coats enamel

cementitious bandage min. 50mm screed on bituminous waterproofing on min. 35mm screed laid to min. falls 1:50 to 100mmØ FBO set min. 20mm below slab on min. 170mm RC slab with T-beam to eng. spec.

150 x 150 x 5mm MS angle iron fixed RC downstand beam with rawl bolts, painted with one coat red lead primer, one coat universal undercoat & two coats enamel

6mm gypsum ceiling board nailed to 38 x 38mm brandering to form a 200 x 400mm bulkhead, smoothly plastered & painted with one coat universal undercoat & two coats PVA 'V' joint 10mm 'neoprene' soft joint; movement joint

10mm 'neoprene' soft joint; movement joint

3060

silicone sealant joint

75 x 75mm polystyrene cornice painted with one coat primer & two coats PVA 80mm polystyrene insulation

RC downstand beam to eng. spec.

South Elevation detail FF1 1:5

1000

gundle brickgrip DPC 375 damp proof course, type B with min. 150mm overlaps

280 x 50mm precast conc. coping cementitious bandage

10mm 'neoprene' soft joint; movement joint

min. 35mm screed laid to min. falls 1:50 to 75mmØ FBO set min. 20mm below slab on min. 170mm RC slab with upstand beam to eng. spec. 'V' joint 10mm 'neoprene' soft joint; movement joint 230mm masonry wall with galvanized

900mm stainless steel balustrading with 50mmØ handrail & 10mmØ bar infills by manufacturer: 'aquarius'

10mm 'neoprene' soft joint; movement joint smoothly plaster

biDVeSt witS SoCCer ACADeMY

_______________________________________________________________ bas third year design studio forest town, jhb // march 2010 Bidvest Wits has become the natural place for talented young South african soccer players to go to if they wish to make a career out of football. the project brief was to design a permanent ‘home’ for the club’s Youth Programme. the site was a steep slope adjacent to the University’s under utilized sport fields in Forest Town which offers spectacular views towards the leafy green Northern Suburbs of Johannesburg. the building needed to accommodate 30 youngsters, offering them dining, recreational, training, medical, dormitory and educational facilities as well as a Caretaker’s flat and an Academy Managers office.

THANK YOU

_____________________________________

KIER BOTHWELL

kierbothwell@hotmail.com // +44 (0)775 435 0493