C
O
N
T
E
N
T
S
HOUSE ANNOR FACELIFT
professional 4
JITTERBUGZ PUB & LOUNGE
professional 8
ARTIST HOUSE
academic 12
SOCIAL HOUSING
personal 16
MICROHOME
competition 20
HOUSE ANNOR FACELIFT professional
4 professional project
Interesting project which introduced a new challenge of designing a courtyard that accentuates the approach and also to successfully develop a facelift for the house. The clients wanted to add an entrance that would awe the visitors and give their new home a new face. The courtyard was conceptualised to have earth elements in an elegant and tranquil spacial organisation. This was to create interest and focus on the eye reducing the whole sense of mass, and leading you to the front entry.
440
6 professional project
GL INE
Bou n conto dary wall m urs. Main ax heig h tena nce t 1.8m to free to ne step wit h ighb our
7
EXIS TING
BOU
NDA RY
WAL
L
GL INE
VERANDAH
ERF 81
FIRE INSTALLATION • THE FIRE INSTALLATIONS COMPLY WITH THE DETAILED REQUIREMENTS OF SANS 1040-W. • THE SUPPLY OF WATER IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-W AND SUBJECT OF A RATIONAL DESIGN.
ENERGY EFFICIENCY IN BUILDINGS • THE BUILDING IS SO DESIGNED THAT ORIENTATION AND SHADING ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 204 • EXTERNAL WALLS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-XA • FENESTRATION IS IN ACCORDANCE WITH SANS 10400-XA • ROOF ASSEMBLY CONSTRUCTION IS IN ACCORDANCE WITH SANS 10400-XA • FOORS WITH IN-SLAB HEATING IS IN ACCORDANCE WITH SANS 10400-XA. • SERVICES THAT USE ENERGY OR CONTROL THE USE OF ENERGY IS IN ACCORANCE WITH SANS 204. • HOT WATER SYTEMS IS IN ACCORDANCE WITH SANS 10400-XA • ALL FENESTRATION, AIR FILTRATION WILL BE IN ACCORDANCE WITH SANS 613. • BUILDING WITH FENESTRATION REA EXCEEDING 15 % OF THE NETT FLOOR AREA PER STOREY, SHALL COMPLY WITH SAS 204. • MIDSTREAM - ZONE 1 • JOHANNESBURG - ZONE 1 • PRETORIA - ZONE 2
Bou n conto dary wall m urs. Main ax heig h tena nce t 1.8m to free to ne step wit h ighb our
REV DATE DESCRIPTION
SIGNATURE OWNER
CONTRACTOR
EXIST. ENTERTAINMENT TILES ROOM
200 0
220
7 0
3423
115
2709
WHB
220
DRESS
15
TILES
14
MAIN BEDRM
BEDRM 2
11
6770
9
EXISTING
UP
WC BATH/SHR BIC
BATH TILES
220 1476
WHB
LINTEL/ BEAM OVER AS PER ENG WHB
BALCONY
1 : 100
LINTEL/ BEAM OVER AS PER ENG
TILES
1000m high balustrade with 100mm openings. according to SANS 10400:M 5753 220
4978
AREA SCHEDULE
BIC
TILES
10
TILES
BIC
2628
4449
16
2129
TILES
BATH
900 220
3987 12911
220
3066
220
8340
PYJAMA LOUNGE
FIRST FLOOR PLAN
COPYRIGHT NOTICE
BIC
12
4941
3499
220
220
220
115 1735
TILES
5927
13
6790
S 20 56 200
BATH BIC
PROPOSED NEW RENOVATIONS 814 X6 THE HILLS ESTATE FOR MR & MRS ANNOR
6543
2014
200 SE 0mm RV ITU DE
SHR WC
1692
220909
7273
100mm DIA SVP IN DUCT IN BIC w 300x300mm ACCESS HATCH
220
220
BATH/SHR
3017
EXISTING DECK
NEW POOL SECTION DETAIL
ARCHITECT
WHB TILES
4287
555
1 : 100
FLOORS
SPACE HEATING • THE PROVISION OF SPACE HEATING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-V
BATH
TILES
NORTH
GROUND FLOOR PLAN
FOUNDATIONS • A GEOTECHNICAL INVESTIGATION IN ACCORDANCE WITH THE RULES IS TO BE CARRIED OUT AND IN ACCORDANCE WITH SANS 10400-B AND THE DETAILED REQUIREMENTS OF SANS 10400-H. • A COMPETENT PERSON (CIVIL ENGINEERING) IN RESPECT OF DEEP FOOTINGS, SOIL RAFTS, COMPACTION OF IN-SITU SOIL OR SUBSURFANCE DRAINAGE TO BE APPOINTED. • A COMPETENT PERSON (GEOTECHNICAL) IN RESPECT OF GEOTECHNICAL SOLUTIONS OR SOIL IMPROVEMENTS THAT ARE REQUIRED TO BE APPOINTED.
• THE FIRE PROTECTION MEASURES PROVIDED ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-T AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT.
ENGINEER
BEDRM 3
220
7230
BY SPECIALIST FITTED WITH SAFETY NET ACC. TO SANS: D; WATER TO DISCHARGE INTO 6000
3000
NEW SWIMMING
NEW POOL SECTION DETAIL
GR EE NA RE A
FIRE PROTECTION
• THE EXCAVATIONS RELATING TO A BUILDING IS LESS THAN 3.0m DEEP AND IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-G.
WALLS
115 1692 220
220
EXISTING VERANDA
NEW PAVING REUSED FROM ENTRANCE PAVERS
1
NEW WAL 1.2M C L L TO C SEE D EAR V OMP ET AIL U PA RK B LY W OUN ITH DA R HOA Y GUID ELIN ES
4120
4507
EXIS TING
EXISTING JACCUZI
4978
EXCAVATIONS
• THE STRUCTURAL STRENGTH AND STABILITY OF A WALL IS IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE ROOF FIXING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE WATER PENETRATION THROUGH A WALL IS IN ACCORDANCE WITH THE DETAILED REQIREMENTS OF SANS 10400-K.
6367 220
BIC
220
LINE OF WINE CELLAR WALL
REMOVE COLUMN AND STABALISE BEAM
220
DISABILITIES
TILES
ERF 81
3200
AS BUILT EXTENSION
4287
GR EE NA RE A
STORMWATER DISPOSAL • THE MEANS FOR THE CONTROL OF DISPOSAL OF STORMWATER IS IN ACCORDANC WITH THE DETAILED REQUIREMENTS OF SANS 10400-R AND SUBJECT OF A RATIONAL DESIGN.
• THE MEANS FOR PROVIDING FACILITIES FOR PERSONS WITH DISABILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-S AND THE SUBJECT OF A RATIONAL DESIGN.
• THE PROVISION OF SANITARY FACILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-F.
• ALL SUSPENDED FLOORS ARE IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND SANS 10082 AND DETAILED REQUIREMENTS OF SANS 10400-J. • SLABS SUPPORTED ON THE GROUND ARE IN ACCORDANCE WITH SANS 10400-B, SANS 10400-H, DETAILED REQUIREMENTS OF SANS 10400-J AND A COMPETENT PERSON (CIVIL ENGINEERING) IS TO BE APPOINTED IN RESPECT OF THE SLABS OR FILLS.
EXISTING BEDROOM
L
TILES
S 20 56 200
200 SE 0mm RV ITU DE
DRAINAGE • THE DESIGN OF THE DRAINAGE SYSTEM IS IN ACCORDACE WITH THE DETAILED REQUIREMENTS OF SANS 10400-P AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT (OR BOTH) AND SUBJECT OF AN AGREEMENT CERTIFICATE.
• THE TYPE OF FIXING OF GLAZING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-N. • THE SELECTION OF THE GLAZING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-N.
WAL
8
NDA RY
7
LIN E
• THE LIGHTING IN A HABITABLE ROOM, BATHROO, SHOWER ROOM AND ROOM CONTAINING A TOILET PAN COMPILED WITH THE REQUIREMENTS OF SANS 10400-T AND THE DETAILED REQUIREMENTS OF SANS 10400O. • THE VENTILATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-T AND IN ACCORDANCE WITH THE DETAILED REQUIREMNETS OF SANS 10400-O AND IS SUBJECT OF A RATIONAL DESIGN.
GLAZING
BOU
6
7900
5
DIN G
LIGHTING AND VENTILATION
WC
3000
LOUNGE TILES
4
BUIL
SITE OPERATIONS
• STAIRWAYS ARE IN ACCORDANCE WITH SANS 10400=-B AND SANS 1040-T AND THE DETAILED REQUIREMENTS OF SANS 10400-M • WALLS, SCREENS, RAILING OR BALUSTRADES TO SUCH STAIRWAYS ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-B AND SANS 10400-T AND SANS 10400-K AND SANS 10400-T.
RE
GL INE
3
RE
3m BUIL DIN
2
3m
PUBLIC SAFETY • A CHANGE IN LEVEL, THE DESIGN OF RAMPS AND DRIVEWAYS, OR ACCESS TO SWIMMING POOLS AND SWIMMING BATHS IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-D.
•ROOF COVERINGS AND WATERPROOFING SYSTEMS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS10400-L •FLAT ROOFS AND RELATED GUTTERS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L •THE ROOF ASSEMBLY AND CEILING ASSEMBLY IN ADDITION TO COMPLYING WITH THE REQUIREMENTSOF SANS 10400-C IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND THE ROOF ASSEMBLY IS SUPPORTED ON WALLS THAT COMPLY WITH THE REQUIREMENTS OF SANS 10400-K AND IN ACCORDNACE WITH SANS 10400-B AND SANS 10400-L. •GUTTERS AND DOWNPILED, IF ANY, ARE SIZED INACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-R. •THE FIRE RESISTENACE AND COMBUSTIBILITY OF THE ROOF ASSEMBLY OR ANY CEILING ASSEMBLY ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND SANS 10400-T.
BIC
10
TILES
LIN E
220
WAL
L
11
EXISTING VERANDA
1100
1
4841
SITI
2045
12
9
220 DIN G
600
13
VERANDAH
BUIL
ANTE R/S
14
CORRECT HEIGHTS OF CELLAR RISERS
STUDY
NEW PO
220
220
15
DINING
3m
300
2950
16
TILES
2960 300 0
EXISTING DOOR
1100
9563
3695 2980
RE
NEW PL
1550
TILES
GUEST RM
UP
RE
RE
POND ON NEW CONC. DETAIL PUSTAIRCASE MP OF S 20 56 300
9 RE
PATIO ROOF REMOVED BREAKFAST NOOK
115
L WAL NDA RY
POSITION OF POOL PUMP SCREENED FROM GREEN AREA
EXIS TING
BOU
SLIDING STACKING ALUMINIUM DOORS
16077
1 2 3 4 5 6 7 8
PEBBLES
PATIO ROOF REMOVED
1371
SHR
UP
STRUCTURAL DESIGN • THE STRUCTURAL SYSTEM OF THE BUILDING TO COMPLY WITH THE DETAILED REQUIREMENTS OF PART H, J, K, L, M, N OF SANS 10400.
STAIRWAYS
2045
TILES
VERANDAH
OUTD OOR SNUG
PRE-C AREA CONC. AST BENC / EVALAST H
ALL LANDSCAPING TO BE DONE IN ACCORDANCE WITH THE INDIGENOUS LANDSCAPING POLICY AS DESCRIBED IN THE ARCHITECTURAL GUIDELINES
PEBBLES
2534
220 1231115
1737
ERF 814
UP
NORTH
NEW SC WALL REEN TO BE AND ALL P&P
1900
TILES
GULLEY
BOU
NEW SE GATE LF CLOSIN FO AND PA R TRAILE G R RKING
1400
KITCHEN
WHB
3 00
1400
TILES
ST O R MW ER AT
6
UP
5014
400
SCULLERY
3 4 5 6
5
100mm DIA SVP IN DUCT IN BIC w 300x300mm ACCESS HATCH
PREP
RE
1 2
IE
PATIO ROOF REMOVED
4321
3018
TILES
WASH TROUGH
GULLEY
IE
1 : 200
2730
3150
S 20 56 300
220 ZINK WM
IE
SITE PLAN
4978 UP
15 23
SLAB OVER
115
SELF CLOSING
220 GATE
200
PANTRY
WC
1 : 25
2950 CONCRETE STEPPING NEW CONC. STAIRCASE DETAIL STONES
340MM HIGH PLANTER BOX
GULLEY
NDA RY
ENTRANCE GATE DETAIL 8
SELF CLOSING GATE
GL INE 3m BUIL DIN
3 ERF 81 7 3201
Bou n conto dary w urs. all ma x Main tena height 1 nc e .8 free m to s te to n eigh p with bou r
LINE OF N EW
2&3
PEBBLES
IE
IE
100
EXIS TING
3000
440
DIN GL INE
0° .0 90
IE
75
25X100 VERTICAL SLATS MILD STEEL RHS
VERTICAL SLATS RHS
GULLEY
50
100 100 100 75 100 75 50 50 50 50 50 50 50 50 50 50 50 50 50
2700 B ou 2 n conto dary wa ll urs. Main max heig tena ht 1.8 nc e free m to ste to ne p ighb with o ur
ERF 814 X6
IE
75
.5 23 15
BUIL
3000
4
50
1599
3m
1 : 100
NORTH
3
1 : 50
EXISTING ENTRANCE
WINE CELLAR FLOOR PLAN
50
3m BUIL DIN
8. GARDEN GATE DOUBLE FLOOR TO CEILING HEIGHT @ 2.4m
EXISTING OUTBUILDING
10184
8
E
600
7
3m B UILD ING LIN
• ALL WORK TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (SANS 10400). • QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH RELEVANT SANS SPECIFICATIONS. • ALL STRUCTURAL WORK TO BE DESIGN BY PROF. ENGINEER. • ALL ELECTRICAL AND PLUMBING WORK TO BE CARRIED OUT BY REGISTERED ARTISANS. • CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS ON SITE AND TO CHECK SAME AGAINST THE DRAWINGS BEFORE PUTTING ANY WORK IN HAND. • CONTRACTOR IS RESPONSIBLE FOR SETTING OUT OF BUILDINGS. • THIS DRAWING IS UNDER NO CIRCUMSTANCES TO BE SCALED. ONLY FIGURE DIMENSIONS TO BE USED. IF DIMENSIONS ARE MISSING, CONTACT ARCHITECT. • A MINIMUM OF 50 % BY VOLUME OF ANNUAL AVERAGE HOT WATER HEATING REQUIREMENT SHALL BE PROVIDED BY MEANS OTHER THAN ELECTRICAL RESISTANCE HEATING. SOLAR WATER HEATING SYSTEMS AS PER SANS 1307 AND SANS 10106. THE INSTALLATION OF SOLAR WATER HEATING SYSYTEMS AS PER SANS 10254. • ALL OPENINGS EXCEEDING 2.4m SPAN TO BE SPANNED BY PRECAST CONCRETE LINTELS, OR SOLID CONCRETE BEAM TO PR. ENGINEER SPECIFICATIONS. • THE ARCHITECT CANNOT BE HELD RESPONSIBLE FOR ANY DELAY OF PLAN APPROVAL, DUE TO ADMINISTRATIVE PROBLEMS BEYOND HIS CONTROL. • THE OWNER TO INFORM ALL APPOINTED PROFESIONALS WHEN WORK IS DUE TO START ON SITE AND IF ANY CHANGES ARE MADE AS TO HOW THE FUNCTIONAL REGULATIONS ARE TO BE SATIFIED, OR ANY CHANGES IN THE APPOINTMENT OF COMPETENT PERSONS ARE MADE BEFORE THE COMPLETION OF THE BUILDING; AND EXTENT THE ABOVE APPOINTMENT TO MEET THE REQUIREMENTS OF REGULATIONS A19(8) AND A19(9) WHERE APPLICABLE.
4782
6
220 1592 220
5
4533
4
NGL
6158
3
1200
9
200 80
9494
2
ERF 81
10
TILES
Bou n conto dary wa ll urs. Main max heig tena h nce t 1.8m free to to ne step w it ighb our h
Bou n conto dary w urs. all ma x Main tena height 1 nc e .8 free m to s te to n eigh p with bou r
11
1800
12
WINE CELLAR
1
1760
STEEL FRAME DOOR WITH NUTEC SLATTED GATES
13
2005
EXISTING BAR COUNTER
EXISTING
EXISTING ENTRANCE
15 24 .5
900
1725
900
3m BUIL DIN
4905
440
440
ROOFS
GENERAL NOTES :
7
AREA
GROUND FLOOR
176 m2
FIRST FLOOR
159 m2
OUTBUILDING
150 m2
VERANDAHS
91 m2
TOTAL AREA.
576 m2
COVERAGE (%)
34 %
SITE AREA
1004m2
NEW
AREA
AS BUILT PATIO EXTENSION
21 m2
EXISTING VERANDAHS
91 m2
REMOVED VERANDAHS
33.5 m2
EXISTING VERANDAHS LEFT
57.5 m2
NEW SLAB
26.2 m2
NEW TOTAL VERANDA AREA.
83.7 m2
AREA
NEW TOTAL GROUND FLOOR
197 m2
FIRST FLOOR
159 m2
OUTBUILDING VERANDAHS
150 m2 83.7 m2
NEW TOTAL AREA.
589.7 m2
COVERAGE (%) NEW COVERAGE (%)
34 % (78.6 +280.7 m2 ) /1004m2
This drawing is copyright. You may use, display, print and reproduce this drawing only for use on the project as described in the title block of this drawing. This drawing stays the property of STUDIOUS ARCHITECTS CC and no parts of this drawing may be reproduced for any other reason as discribed above without the prior written permission of the copyright owner. Such permission, if granted, is subject to a fee depending on the nature of the use. All rights in terms of Section 12 (7) of the South African Copyright Act Requests and inquiries regarding reproduction should be addressed to the Copyright Owner.
ALL RIGHTS RESERVED STUDIOUS ARCHITECTS CC reserves the right to revise this drawing as it sees fit. You are encourage to contact the author of this drawing to check if this represents the latest revisions.
DISCLAIMER NOTE In no event shall STUDIOUS ARCHITECTS CC be liable to any one for special, collateral, incidental, or consequencial damages in connection with or arising out of the use of this drawing. This drawing is intended as a general referance source, accuracy, currency, completeness and relevance for your purpose, and you should obtain any appropriate profesional advise relevant to the particular circumstances to this project. You are encourage to contact the author of this drawing if you have any questions regarding information here on.
Derick Britz 082 415 9981 Pr Arch 6678 Gauteng P.O. Box 9329 Centurion 0046 Tel: 012 - 663 3371 Fax: 086 590 5805
DWG TITLE:PLANS DATE: 11 NOVEMBER 2020
DRAWN BY: NLL
DESIGN BY: DB
SHEET SIZE:
DWG NUMBER: S 20 56 100
REVISION :
= 35.7%
NEW FAR:
58.73%
NEW FF/GF CALCULATED FROM EXISTING 56.6% INCLUDED DOUBLE VOLUME OF STAIR
A1
ROOFS
GENERAL NOTES : CHIMNEY TO BE ACCORDING TO NBR PART V
109
5440
PLASTER & PAINT
PLASTER & PAINT PAINT C
PAINT B
FIRST FLOOR PLAN
FIRST FLOOR PLAN
2720
WINE CELLAR FLOOR PLAN
2720
NGL
MAX 850 FFL > NGL GROUND FLOOR PLAN
PAINT C
0
BRICKS TO MATCH EXISTING
5600
200
WINE CELLAR FLOOR PLAN
-2400
CHIMNEY TO BE ACCORDING TO NBR PART V
STRUCTURAL DESIGN • THE STRUCTURAL SYSTEM OF THE BUILDING TO COMPLY WITH THE DETAILED REQUIREMENTS OF PART H, J, K, L, M, N OF SANS 10400.
1 : 50
NGL NGL MIN 150mm BELOW FFL
-2400
0
NGL
NGL
NEW POOL SECTION DETAIL
GROUND FLOOR PLAN
FFL
WINE CELLAR FLOOR PLAN
GROUND FLOOR PLAN
6000
25X100 VERTICAL SLATS MILD STEEL RHS
FFL
0
0 200
-2400
3746
PLASTER & PAINT PAINT B
ALTERNATIVELY, PROVIDE POOL WITH SAFETY NET BY SPECIALIST. POOL BY SPECIALIST NBR/SABS 1390 (DISCHARGE NOT ALLOW INTO MUNICIPAL SEWER SYSTEM) BUILT IN FIBRE GLASS TO SPECIFICATION OF POOL SPECIALIST
PLASTER & PAINT
COPING TILES
0 40
PLASTER & PAINT PAINT B
NGL
WPH
GUTTERS WITH RWDP
GUTTERS WITH RWDP
2182
5440
WATER LEVEL
200
WPH
WINDOW REMOVED
195
0 WINDOW REMOVED
DECK
149
CHROMADECK CLIPLOCK 700 DARK DOLPHIN ROOF SHEETIING
PROVIDE 1200mm HIGH SECURITY FENCING WITH MAX 100mm OPENINGS WITH SELFCLOSING GATE & LATCH AS SECURTIY FOR CHILDREN FFL
2382
GROUND FLOOR PLAN
465 149
CHROMADECK CLIPLOCK 700 DARK DOLPHIN ROOF SHEETIING
• ALL WORK TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (SANS 10400). • QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH RELEVANT SANS SPECIFICATIONS. • ALL STRUCTURAL WORK TO BE DESIGN BY PROF. ENGINEER. • ALL ELECTRICAL AND PLUMBING WORK TO BE CARRIED OUT BY REGISTERED ARTISANS. • CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS ON SITE AND TO CHECK SAME AGAINST THE DRAWINGS BEFORE PUTTING ANY WORK IN HAND. • CONTRACTOR IS RESPONSIBLE FOR SETTING OUT OF BUILDINGS. • THIS DRAWING IS UNDER NO CIRCUMSTANCES TO BE SCALED. ONLY FIGURE DIMENSIONS TO BE USED. IF DIMENSIONS ARE MISSING, CONTACT ARCHITECT. • A MINIMUM OF 50 % BY VOLUME OF ANNUAL AVERAGE HOT WATER HEATING REQUIREMENT SHALL BE PROVIDED BY MEANS OTHER THAN ELECTRICAL RESISTANCE HEATING. SOLAR WATER HEATING SYSTEMS AS PER SANS 1307 AND SANS 10106. THE INSTALLATION OF SOLAR WATER HEATING SYSYTEMS AS PER SANS 10254. • ALL OPENINGS EXCEEDING 2.4m SPAN TO BE SPANNED BY PRECAST CONCRETE LINTELS, OR SOLID CONCRETE BEAM TO PR. ENGINEER SPECIFICATIONS. • THE ARCHITECT CANNOT BE HELD RESPONSIBLE FOR ANY DELAY OF PLAN APPROVAL, DUE TO ADMINISTRATIVE PROBLEMS BEYOND HIS CONTROL. • THE OWNER TO INFORM ALL APPOINTED PROFESIONALS WHEN WORK IS DUE TO START ON SITE AND IF ANY CHANGES ARE MADE AS TO HOW THE FUNCTIONAL REGULATIONS ARE TO BE SATIFIED, OR ANY CHANGES IN THE APPOINTMENT OF COMPETENT PERSONS ARE MADE BEFORE THE COMPLETION OF THE BUILDING; AND EXTENT THE ABOVE APPOINTMENT TO MEET THE REQUIREMENTS OF REGULATIONS A19(8) AND A19(9) WHERE APPLICABLE.
DISABILITIES
EXCAVATIONS
1 : 100
FIRE PROTECTION
• THE EXCAVATIONS RELATING TO A BUILDING IS LESS THAN 3.0m DEEP AND IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-G.
CHROMADECK CLIPLOCK 700 DARK DOLPHIN ROOF SHEETIING
• THE FIRE PROTECTION MEASURES PROVIDED ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-T AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT.
FOUNDATIONS WINDOW REMOVED
WPH
WPH
GUTTERS WITH RWDP
5440
5440
PLASTER & PAINT
40
PAINT B
PLASTER & PAINT
1M HIGH BALUSTRADE WITH MAX 100 mm OPENINGS
2720
2720
FFL
ELEVATION
0
MAX 850 FFL > NGL
NGL MIN 150mm FFL
BELOW E CELLAR FLOOR PLAN
SCALE 1:50
WINE CELLAR FLOOR PLAN
40
3500 MAX
3500MAX
MAX
MAX
40
-2400
PLAN
40 x 40 mm STEEL COLUMN
SCALE 1:50
THE HILLS GREEN AREA WALL
WINDOW REMOVED
PLASTER & PAINT
WPH
SECTION SCALE 1:50
WALLS
• THE STRUCTURAL STRENGTH AND STABILITY OF A WALL IS IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE ROOF FIXING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE WATER PENETRATION THROUGH A WALL IS IN ACCORDANCE WITH THE DETAILED REQIREMENTS OF SANS 10400-K.
STAIRWAYS • STAIRWAYS ARE IN ACCORDANCE WITH SANS 10400=-B AND SANS 1040-T AND THE DETAILED REQUIREMENTS OF SANS 10400-M • WALLS, SCREENS, RAILING OR BALUSTRADES TO SUCH STAIRWAYS ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-B AND SANS 10400-T AND SANS 10400-K AND SANS 10400-T.
• THE TYPE OF FIXING OF GLAZING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-N. • THE SELECTION OF THE GLAZING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-N.
REV DATE DESCRIPTION
SIGNATURE
1 : 50
PLASTER & PAINT PAINT C
PAINT B
ENERGY EFFICIENCY IN BUILDINGS • THE BUILDING IS SO DESIGNED THAT ORIENTATION AND SHADING ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 204 • EXTERNAL WALLS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-XA • FENESTRATION IS IN ACCORDANCE WITH SANS 10400-XA • ROOF ASSEMBLY CONSTRUCTION IS IN ACCORDANCE WITH SANS 10400-XA • FOORS WITH IN-SLAB HEATING IS IN ACCORDANCE WITH SANS 10400-XA. • SERVICES THAT USE ENERGY OR CONTROL THE USE OF ENERGY IS IN ACCORANCE WITH SANS 204. • HOT WATER SYTEMS IS IN ACCORDANCE WITH SANS 10400-XA • ALL FENESTRATION, AIR FILTRATION WILL BE IN ACCORDANCE WITH SANS 613. • BUILDING WITH FENESTRATION REA EXCEEDING 15 % OF THE NETT FLOOR AREA PER STOREY, SHALL COMPLY WITH SAS 204. • MIDSTREAM - ZONE 1 • JOHANNESBURG - ZONE 1 • PRETORIA - ZONE 2
GLAZING
CHIMNEY TO BE ACCORDING TO NBR PART V
1 : 100
NGL
STEEL COLUMN
GROUND FLOOR PLAN
FFL
NEW POOL
EAST ELEVATION
NGL
NGL
FFL
PAINT B
GROUND FLOOR PLAN
0 NGL
NGL
PLASTER & PAINT
PAINT C
FIRE INSTALLATION • THE FIRE INSTALLATIONS COMPLY WITH THE DETAILED REQUIREMENTS OF SANS 1040-W. • THE SUPPLY OF WATER IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-W AND SUBJECT OF A RATIONAL DESIGN.
• ALL SUSPENDED FLOORS ARE IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND SANS 10082 AND DETAILED REQUIREMENTS OF SANS 10400-J. • SLABS SUPPORTED ON THE GROUND ARE IN ACCORDANCE WITH SANS 10400-B, SANS 10400-H, DETAILED REQUIREMENTS OF SANS 10400-J AND A COMPETENT PERSON (CIVIL ENGINEERING) IS TO BE APPOINTED IN RESPECT OF THE SLABS OR FILLS.
1200
FIRST FLOOR PLAN
ROOF AND SUPPORTING COLUMNS REMOVED
PLASTER & PAINT
• THE PROVISION OF SPACE HEATING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-V
FLOORS
EXISTING OUTBUILDING/GARAGE
PAINT C
FIRST FLOOR PLAN
SPACE HEATING
• A GEOTECHNICAL INVESTIGATION IN ACCORDANCE WITH THE RULES IS TO BE CARRIED OUT AND IN ACCORDANCE WITH SANS 10400-B AND THE DETAILED REQUIREMENTS OF SANS 10400-H. • A COMPETENT PERSON (CIVIL ENGINEERING) IN RESPECT OF DEEP FOOTINGS, SOIL RAFTS, COMPACTION OF IN-SITU SOIL OR SUBSURFANCE DRAINAGE TO BE APPOINTED. • A COMPETENT PERSON (GEOTECHNICAL) IN RESPECT OF GEOTECHNICAL SOLUTIONS OR SOIL IMPROVEMENTS THAT ARE REQUIRED TO BE APPOINTED.
CLEARVU ECONOMESH PANEL FENCING 1,2M HIGH TO SUPPLIERS DETAIL
DRAINAGE • THE DESIGN OF THE DRAINAGE SYSTEM IS IN ACCORDACE WITH THE DETAILED REQUIREMENTS OF SANS 10400-P AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT (OR BOTH) AND SUBJECT OF AN AGREEMENT CERTIFICATE.
• THE MEANS FOR PROVIDING FACILITIES FOR PERSONS WITH DISABILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-S AND THE SUBJECT OF A RATIONAL DESIGN.
• THE PROVISION OF SANITARY FACILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-F.
NORTH ELEVATION
• THE LIGHTING IN A HABITABLE ROOM, BATHROO, SHOWER ROOM AND ROOM CONTAINING A TOILET PAN COMPILED WITH THE REQUIREMENTS OF SANS 10400-T AND THE DETAILED REQUIREMENTS OF SANS 10400O. • THE VENTILATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-T AND IN ACCORDANCE WITH THE DETAILED REQUIREMNETS OF SANS 10400-O AND IS SUBJECT OF A RATIONAL DESIGN.
• THE MEANS FOR THE CONTROL OF DISPOSAL OF STORMWATER IS IN ACCORDANC WITH THE DETAILED REQUIREMENTS OF SANS 10400-R AND SUBJECT OF A RATIONAL DESIGN.
SITE OPERATIONS
-2400
LIGHTING AND VENTILATION
STORMWATER DISPOSAL
PUBLIC SAFETY • A CHANGE IN LEVEL, THE DESIGN OF RAMPS AND DRIVEWAYS, OR ACCESS TO SWIMMING POOLS AND SWIMMING BATHS IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-D.
WINE CELLAR FLOOR PLAN
•ROOF COVERINGS AND WATERPROOFING SYSTEMS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS10400-L •FLAT ROOFS AND RELATED GUTTERS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L •THE ROOF ASSEMBLY AND CEILING ASSEMBLY IN ADDITION TO COMPLYING WITH THE REQUIREMENTSOF SANS 10400-C IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND THE ROOF ASSEMBLY IS SUPPORTED ON WALLS THAT COMPLY WITH THE REQUIREMENTS OF SANS 10400-K AND IN ACCORDNACE WITH SANS 10400-B AND SANS 10400-L. •GUTTERS AND DOWNPILED, IF ANY, ARE SIZED INACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-R. •THE FIRE RESISTENACE AND COMBUSTIBILITY OF THE ROOF ASSEMBLY OR ANY CEILING ASSEMBLY ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND SANS 10400-T.
CHROMADECK CLIPLOCK 700 DARK DOLPHIN ROOF SHEETIING
PLASTER & PAINT PAINT B
WINDOW REMOVED
GUTTERS WITH RWDP
OWNER
WPH
5440
CONTRACTOR
5440
1M HIGH BALUSTRADE WITH MAX 100 mm OPENINGS
2720
ENGINEER
PLASTER & PAINT
FIRST FLOOR PLAN
647
PLASTER & PAINT PAINT A
FIRST FLOOR PLAN AS BUILT EXTENDED BALCONY LEVEL
2720
PAINT B
ARCHITECT
PAINT A EX. STACKED DOORS
AS BUILT. STACKED DOORS FFL
WINE CELLAR FLOOR NGL MIN PLAN 150mm -2400
FFL
498
0
NGL
175
GROUND FLOOR PLAN
NEW POOL
GROUND FLOOR PLAN 0
WINE CELLAR FLOOR PLAN
NGL
-2400
BELOW FFL
SOUTH ELEVATION
CHIMNEY TO BE ACCORDING TO NBR PART V
1 : 100
CHROMADECK CLIPLOCK 700 DARK DOLPHIN ROOF SHEETIING
WINDOW REMOVED
WPH
GUTTERS WITH RWDP
GUTTERS WITH RWDP
5440
GUTTERS WITH RWDP
PLASTER & PAINT
PLASTER & PAINT PAINT B
PAINT C
PLASTER & PAINT PAINT B
WPH
5440
PLASTER & PAINT PAINT A 1M HIGH BALUSTRADE WITH MAX 100 mm OPENINGS
FIRST FLOOR PLAN
NEW 30MM PLASTER BAND
2720
FIRST FLOOR PLAN
NEW CONC. SLAB
2720
PLASTER & PAINT PAINT C
FFL
GROUND FLOOR PLAN 0
NGL
MAX 850 FFL > NGL WINE CELLAR FLOOR PLAN -2400
WEST ELEVATION 1 : 100
BRICKS TO MATCH EXISTING FFL
PLASTER & PAINT PAINT B
PLASTER & PAINT PAINT A
FFL
GROUND FLOOR PLAN
FFL
0
NEW PAVING
NGL
WINE CELLAR FLOOR PLAN
NGL MIN 150mm BELOW FFL
-2400
PROPOSED NEW RENOVATIONS 814 X6 THE HILLS ESTATE FOR MR & MRS ANNOR COPYRIGHT NOTICE This drawing is copyright. You may use, display, print and reproduce this drawing only for use on the project as described in the title block of this drawing. This drawing stays the property of STUDIOUS ARCHITECTS CC and no parts of this drawing may be reproduced for any other reason as discribed above without the prior written permission of the copyright owner. Such permission, if granted, is subject to a fee depending on the nature of the use. All rights in terms of Section 12 (7) of the South African Copyright Act Requests and inquiries regarding reproduction should be addressed to the Copyright Owner.
ALL RIGHTS RESERVED STUDIOUS ARCHITECTS CC reserves the right to revise this drawing as it sees fit. You are encourage to contact the author of this drawing to check if this represents the latest revisions.
DISCLAIMER NOTE In no event shall STUDIOUS ARCHITECTS CC be liable to any one for special, collateral, incidental, or consequencial damages in connection with or arising out of the use of this drawing. This drawing is intended as a general referance source, accuracy, currency, completeness and relevance for your purpose, and you should obtain any appropriate profesional advise relevant to the particular circumstances to this project. You are encourage to contact the author of this drawing if you have any questions regarding information here on.
Derick Britz 082 415 9981 Pr Arch 6678 Gauteng P.O. Box 9329 Centurion 0046 Tel: 012 - 663 3371 Fax: 086 590 5805
DWG TITLE:ELEVATIONS & SECTION DETAILS DATE: 11 NOVEMBER 2020 DRAWN BY: NLL DESIGN BY: DB
SHEET SIZE:
DWG NUMBER: S 20 56 200
REVISION :
professional project
A1
7
JITTERBUGZ PUB & LOUNGE professional
A hands-on fast-paced interior design project that aimed to have a contemporary bespoke design, with a tight budget. As a portion of the shopping complex, the addditions to the project was the display wine cellar guarded by the custom-made booths.The restrooms (placed on ground floor and first floor) were part of the renovation.
professional project
9
ROOFS
GENERAL NOTES : • ALL WORK TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (SANS 10400). • QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH RELEVANT SANS SPECIFICATIONS. • ALL STRUCTURAL WORK TO BE DESIGN BY PROF. ENGINEER. • ALL ELECTRICAL AND PLUMBING WORK TO BE CARRIED OUT BY REGISTERED ARTISANS. • CONTRACTOR TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS ON SITE AND TO CHECK SAME AGAINST THE DRAWINGS BEFORE PUTTING ANY WORK IN HAND. • CONTRACTOR IS RESPONSIBLE FOR SETTING OUT OF BUILDINGS. • THIS DRAWING IS UNDER NO CIRCUMSTANCES TO BE SCALED. ONLY FIGURE DIMENSIONS TO BE USED. IF DIMENSIONS ARE MISSING, CONTACT ARCHITECT. • A MINIMUM OF 50 % BY VOLUME OF ANNUAL AVERAGE HOT WATER HEATING REQUIREMENT SHALL BE PROVIDED BY MEANS OTHER THAN ELECTRICAL RESISTANCE HEATING. SOLAR WATER HEATING SYSTEMS AS PER SANS 1307 AND SANS 10106. THE INSTALLATION OF SOLAR WATER HEATING SYSYTEMS AS PER SANS 10254. • ALL OPENINGS EXCEEDING 2.4m SPAN TO BE SPANNED BY PRECAST CONCRETE LINTELS, OR SOLID CONCRETE BEAM TO PR. ENGINEER SPECIFICATIONS. • THE ARCHITECT CANNOT BE HELD RESPONSIBLE FOR ANY DELAY OF PLAN APPROVAL, DUE TO ADMINISTRATIVE PROBLEMS BEYOND HIS CONTROL. • THE OWNER TO INFORM ALL APPOINTED PROFESIONALS WHEN WORK IS DUE TO START ON SITE AND IF ANY CHANGES ARE MADE AS TO HOW THE FUNCTIONAL REGULATIONS ARE TO BE SATIFIED, OR ANY CHANGES IN THE APPOINTMENT OF COMPETENT PERSONS ARE MADE BEFORE THE COMPLETION OF THE BUILDING; AND EXTENT THE ABOVE APPOINTMENT TO MEET THE REQUIREMENTS OF REGULATIONS A19(8) AND A19(9) WHERE APPLICABLE.
WHB
new door 1m
220
11SQM NEW TILES
WC
220 88
1750
NEW 220mm WALL FLOOR TO SOFFIT
1 : 25
SPACE HEATING • THE PROVISION OF SPACE HEATING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-V
FIRE INSTALLATION • THE FIRE INSTALLATIONS COMPLY WITH THE DETAILED REQUIREMENTS OF SANS 1040-W. • THE SUPPLY OF WATER IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-W AND SUBJECT OF A RATIONAL DESIGN.
200
FLOORS • ALL SUSPENDED FLOORS ARE IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND SANS 10082 AND DETAILED REQUIREMENTS OF SANS 10400-J. • SLABS SUPPORTED ON THE GROUND ARE IN ACCORDANCE WITH SANS 10400-B, SANS 10400-H, DETAILED REQUIREMENTS OF SANS 10400-J AND A COMPETENT PERSON (CIVIL ENGINEERING) IS TO BE APPOINTED IN RESPECT OF THE SLABS OR FILLS.
110 W AL SCREEN
L
WALLS
• THE STRUCTURAL STRENGTH AND STABILITY OF A WALL IS IN ACCORDANCE WITH SANS 10400-B AND SANS 10400-T AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE ROOF FIXING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-K. • THE WATER PENETRATION THROUGH A WALL IS IN ACCORDANCE WITH THE DETAILED REQIREMENTS OF SANS 10400-K.
STAIRWAYS • STAIRWAYS ARE IN ACCORDANCE WITH SANS 10400=-B AND SANS 1040-T AND THE DETAILED REQUIREMENTS OF SANS 10400-M • WALLS, SCREENS, RAILING OR BALUSTRADES TO SUCH STAIRWAYS ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-B AND SANS 10400-T AND SANS 10400-K AND SANS 10400-T.
ENERGY EFFICIENCY IN BUILDINGS • THE BUILDING IS SO DESIGNED THAT ORIENTATION AND SHADING ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 204 • EXTERNAL WALLS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-XA • FENESTRATION IS IN ACCORDANCE WITH SANS 10400-XA • ROOF ASSEMBLY CONSTRUCTION IS IN ACCORDANCE WITH SANS 10400-XA • FOORS WITH IN-SLAB HEATING IS IN ACCORDANCE WITH SANS 10400-XA. • SERVICES THAT USE ENERGY OR CONTROL THE USE OF ENERGY IS IN ACCORANCE WITH SANS 204. • HOT WATER SYTEMS IS IN ACCORDANCE WITH SANS 10400-XA • ALL FENESTRATION, AIR FILTRATION WILL BE IN ACCORDANCE WITH SANS 613. • BUILDING WITH FENESTRATION REA EXCEEDING 15 % OF THE NETT FLOOR AREA PER STOREY, SHALL COMPLY WITH SAS 204. • MIDSTREAM - ZONE 1 • JOHANNESBURG - ZONE 1 • PRETORIA - ZONE 2
• THE TYPE OF FIXING OF GLAZING IS IN ACCORDANCE WITH SANS 10400-B AND DETAILED REQUIREMENTS OF SANS 10400-N. • THE SELECTION OF THE GLAZING IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-N.
ELECTRICAL LEGEND Flourescent Light
5W
Waterproof Downlight 5 W
S
1288
SLIDING SECURITY GATE
SERIE S1
Stove point
Light Point
5W
Single Plug Switch - 255 ht
Wall Light - Up/Down 7 W
Double Plug Switch - 255 ht
External Wall Light
7W
Single Plug Point above counter
Internal Wall Light
7W
Double Plug Point above counter
Floor Light
5W
Waterproof Plug Point
Pendant Light
7W
Ceiling plug point for garage door
SE RIE S2
RECEPTION
110
Single Light Switch
Telephone point
Double Light Switch
TV
Television point
Triple Light Switch
Int
Intercom point
2 B
2 Way Light Switch Door Bell Switch Thermostat Switch Dimmer Light Switch
CONTRACTOR
ENGINEER
ARCHITECT
PROPOSED RENOVATIONS TO INTERIOR OF STAND 2292 FOR JAN LOCK DEVELOPMENTS COPYRIGHT NOTICE This drawing is copyright. You may use, display, print and reproduce this drawing only for use on the project as described in the title block of this drawing. This drawing stays the property of STUDIOUS ARCHITECTS CC and no parts of this drawing may be reproduced for any other reason as discribed above without the prior written permission of the copyright owner. Such permission, if granted, is subject to a fee depending on the nature of the use.
Requests and inquiries regarding reproduction should be addressed to the Copyright Owner.
1236
ALL RIGHTS RESERVED
220
220
SIGNATURE OWNER
All rights in terms of Section 12 (7) of the South African Copyright Act
1126
1236
2 x 200 litre Geysers
Double Light Switch
Louds Speaker point
D
1020
200
Distribution Board
G
Intelligent point
Door Bell
REV DATE DESCRIPTION
Decorative Flourescent38 W
5W
T
1065
38 W
Eye ball downlight
Tel
bell
1790
1263
NEW 110 mm WALL @ 1.1m HIGH FROM GF LEVEL
1750 1098
1200
Downlight
EXISTING BAR TO BE DEMOLISHED
560
• THE FIRE PROTECTION MEASURES PROVIDED ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-T AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT.
• A GEOTECHNICAL INVESTIGATION IN ACCORDANCE WITH THE RULES IS TO BE CARRIED OUT AND IN ACCORDANCE WITH SANS 10400-B AND THE DETAILED REQUIREMENTS OF SANS 10400-H. • A COMPETENT PERSON (CIVIL ENGINEERING) IN RESPECT OF DEEP FOOTINGS, SOIL RAFTS, COMPACTION OF IN-SITU SOIL OR SUBSURFANCE DRAINAGE TO BE APPOINTED. • A COMPETENT PERSON (GEOTECHNICAL) IN RESPECT OF GEOTECHNICAL SOLUTIONS OR SOIL IMPROVEMENTS THAT ARE REQUIRED TO BE APPOINTED.
UNISEX TOILETS
THS
NOTE: BOOTH FLOOR TO BE ELEVATED @ 170mm FROM GROUND FLOOR
DISABILITIES
FIRE PROTECTION
• THE EXCAVATIONS RELATING TO A BUILDING IS LESS THAN 3.0m DEEP AND IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-G.
LS
4139
STORMWATER DISPOSAL • THE MEANS FOR THE CONTROL OF DISPOSAL OF STORMWATER IS IN ACCORDANC WITH THE DETAILED REQUIREMENTS OF SANS 10400-R AND SUBJECT OF A RATIONAL DESIGN.
GLAZING
1750 Wine Storage
110 2179
11055
WHB
DRAINAGE • THE DESIGN OF THE DRAINAGE SYSTEM IS IN ACCORDACE WITH THE DETAILED REQUIREMENTS OF SANS 10400-P AND SUBJECT OF A RATIONAL DESIGN OR RATIONAL ASSESSMENT (OR BOTH) AND SUBJECT OF AN AGREEMENT CERTIFICATE.
EXCAVATIONS
220
110
NEW CEILING @ 2.7m FROM GROUND FLOOR LEVEL
Wine Storage
WATER POINT FROM EXISTING POINT IN BAR
10861 4727
WHB
• THE LIGHTING IN A HABITABLE ROOM, BATHROO, SHOWER ROOM AND ROOM CONTAINING A TOILET PAN COMPILED WITH THE REQUIREMENTS OF SANS 10400-T AND THE DETAILED REQUIREMENTS OF SANS 10400O. • THE VENTILATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-T AND IN ACCORDANCE WITH THE DETAILED REQUIREMNETS OF SANS 10400-O AND IS SUBJECT OF A RATIONAL DESIGN.
FOUNDATIONS
UNISEX WC
1835
LIGHTING AND VENTILATION
• THE MEANS FOR PROVIDING FACILITIES FOR PERSONS WITH DISABILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-S AND THE SUBJECT OF A RATIONAL DESIGN.
• THE PROVISION OF SANITARY FACILITIES IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-F.
WHB
Strip Light in side of bulkhead
B OO
220
SITE OPERATIONS
Track Light
E WIN
10 professional project
DISABLED WC
A
1313
LOUNGE PLAN AND ELECTRICAL LAYOUT 1 : 25
• A CHANGE IN LEVEL, THE DESIGN OF RAMPS AND DRIVEWAYS, OR ACCESS TO SWIMMING POOLS AND SWIMMING BATHS IS IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-D.
982
995
UP
DOWNLIGHTS FIT TO NEW CEILING AND SPACED AT GIVEN PARAMETERS.
1377
• THE STRUCTURAL SYSTEM OF THE BUILDING TO COMPLY WITH THE DETAILED REQUIREMENTS OF PART H, J, K, L, M, N OF SANS 10400.
new door 1m
NEW TILES
644
STRUCTURAL DESIGN
WC
D02
CONNECT TO NEAREST EXISTING SWITCH
1020
574
1928
NEW 110mm WALL TO BE PLASTER & PAINT w TOTAL HEIGHT OF 2.1m
619
73SQM
NEW 110 mm WALL @ 1.2m HIGH FROM GF LEVEL
220
87 220
11SQM NEW TILES
110
600
1020
813
NEW 110mm WALL TO BE PLASTER & PAINT w TOTAL HEIGHT OF 2.1m
960
1276
VERTICALTIMBER CLADDING
2000
87
PUBLIC SAFETY
WINE
2000
88
NEW TILES
632
NEW 110 mm WALL @ 1.2m HIGH FROM GF LEVEL
255
813
WC
OPEN SPACE DINING 255
NEW TILES
110
UP
110
WASTE PIPE FOR FUTURE USE
6 SEATER BOOTH
MALE WC
NEW TILES
1750
1020
NOTE: BOOTH FLOOR TO BE ELEVATED @ 170mm FROM GROUND FLOOR
220
NEW 220mm WALL FLOOR TO SOFFIT
F/MALE WC
110
WHB
2023
110
NEW 110mm WALL TO BE PLASTER & PAINT w TOTAL HEIGHT OF 2.1m
WHB
55
1729
1223
110
1600
1835
900
2127
1200
1927
UNISEX WC
CONNECT TO NEAREST EXISTING SWITCH
WC
4214
NEW 110mm WALL TO BE PLASTER & PAINT w TOTAL HEIGHT OF 2.1m
110
•ROOF COVERINGS AND WATERPROOFING SYSTEMS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS10400-L •FLAT ROOFS AND RELATED GUTTERS ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L •THE ROOF ASSEMBLY AND CEILING ASSEMBLY IN ADDITION TO COMPLYING WITH THE REQUIREMENTSOF SANS 10400-C IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND THE ROOF ASSEMBLY IS SUPPORTED ON WALLS THAT COMPLY WITH THE REQUIREMENTS OF SANS 10400-K AND IN ACCORDNACE WITH SANS 10400-B AND SANS 10400-L. •GUTTERS AND DOWNPILED, IF ANY, ARE SIZED INACCORDANCE WITH THE REQUIREMENTS OF SANS 10400-R. •THE FIRE RESISTENACE AND COMBUSTIBILITY OF THE ROOF ASSEMBLY OR ANY CEILING ASSEMBLY ARE IN ACCORDANCE WITH THE DETAILED REQUIREMENTS OF SANS 10400-L AND SANS 10400-T.
STUDIOUS ARCHITECTS CC reserves the right to revise this drawing as it sees fit. You are encourage to contact the author of this drawing to check if this represents the latest revisions.
DISCLAIMER NOTE In no event shall STUDIOUS ARCHITECTS CC be liable to any one for special, collateral, incidental, or consequencial damages in connection with or arising out of the use of this drawing. This drawing is intended as a general referance source, accuracy, currency, completeness and relevance for your purpose, and you should obtain any appropriate profesional advise relevant to the particular circumstances to this project. You are encourage to contact the author of this drawing if you have any questions regarding information here on.
Derick Britz 082 415 9981 Pr Arch 6678 Gauteng P.O. Box 9329 Centurion 0046 Tel: 012 - 663 3371 Fax: 086 590 5805
DWG TITLE:DETAILED PLAN DATE: 07 SEPTEMBER 2020
DRAWN BY: NLL
DESIGN BY: DB
SHEET SIZE:
DWG NUMBER: S 20 44 102
REVISION :
A1
professional project
11
ARTIST HOUSE academic
The design resolves around a chosen South African artist, Mbongeni Buthelezi’s art style. The art style which portrays the mould between his urban and rural upbringings or daily woes. The resident included a studio space. As a whole it was to be designed in an architectural style that speaks to the artist or resembles his art style. The proposed home needed to be experienced and responsive for him. It further needed to be flexible, entertaining and allowed a working space.
academic project 13
14 academic project
The requirements or factors of the design approach was simply to integrate the house to the outdoor space: the courtyard which connected the living space, art studio and bedroom quarters played a great role in accentuating the flexibility of the design aim. Not only it integrates the three blocks but proposes future private or intimate art exbibitions, therefore utilizing more space for the occasions like the spacial organisation of an art exhibition. The rammed earth walls are the hierarchy of the design depicting the homesteadand upbringings and reinforces the idea of the dominating mass viewed in plan. The floor plan was in a sense of a timeline resembling the length of periods spent in different environments and how they eventually in his art subject matter. the bedroom quarters is the lonegest showing his time spent in the rural area. The kitchen side is the time spent in the urban area and eventually when the two merge they become one long block emphasis on his art subject matter.
academic project 15
SOCIAL HOUSING personal
16 personal project
In a densely populated urban development that exhibits a multitude of social groups and urban conditions into a vibrant cultural district today. With the constant fluctuation; people moving in and out , as well as the business enterprises. From the neighbourhoods development to Juta Street and intertwining of informal markets and shops around and in-between. Considering the great contribution of these developments to socio-economic issues we face in the country, there are still many unused structures populating the area. With that in thought we look at one of the buildings, 155 Smit Street. “Once derelict building now converted into modern, up-scaled apartments will face its third round of intervention. Being in on of the city’s social link and neighbouring Juta Street hosting the most innovative set pf programmes which play an integral role in the envisaged intervention or project. The project was aimed at redefining this iconic building into something that will drive the inner-city rejuvenation for years to come. With the existing structure, redevloping it into a social housing component with intcorporating an activated streetscape containing retail and social programmes on ground level.
personal project 17
18 personal project
personal project 19
MICROHOME competition
20 personal project
FIN .
PS. The main idea of my portfolio is to showcase a quick view of my selected projects. If it intrigues additional explanation or information about myself or any project, please don’t hesitate to contact me. Thank you.
phone: +27 79 308 9192 e-mail: kabelorapudi@gmail.com linkedin: za.linkedin.com/n/kabelorapudi instagram: kbrapudi