Architectural Technologist|BAS (Hons) Student
2024 :University of Johhanesburg (FADA) B(Hons)Architecture
Present
References Kakra Asare-Bediako 0720680958
Architectural Intern @Inkspired Architects
Freelance
00 Work Element
05
“Ilizwe Lamaphupho’’
Sunnyside Housing Existing stand
Proposal 2 bedroom apartment proposal as per client’s request
6080 240
5600
NOTES
6080
240 3498
1500
GENERAL -
843
All work is to be done in accordance with the National building Regulations. All materials and workmanship are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the Architectural specifications. Where relevant South African National Standards, British Standards, BS codes of practice, or Agrément Certificates applicable to the design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works. The contractor shall in all aspects of the works comply with the provisions of the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ISO 9001, able to be checked to the satisfaction of the Architect, that all materials and workmanship, whatever their sources, meet the requirements of the Specification. Should the Contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly. This drawing must be read in conjunction with all the relevant drawings, schedules and specifications from Inkspired and all other consultants related to the project. All portions of the works related to any service or consultant’s Regulations. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimeters unless otherwise stated. All dimensions and levels must be checked on site by the contractor before putting work in hand. All work to be executed by competent persons qualified for the specific trade.
-
240
220
420
240
240
-
2235
2500
-
32.1 m²
-
6220
6220
Garage
All plumbing work to be carried out by licensed drainlayers and plumbers. IEs to all bends and juctions to be easily accessible. IEs to have marked covers at ground level. Rodding eyes to be provided where necessary. All soil pipes to be 110mm diameter glazed earthenware or PVC drains and to have a minimum fall of 1:60. Top of drain to be at least 300mm below ground level. All waste pipes to be 50mm internal diameter. All waste fittings to have deep "P" resealed traps and to be fully accessible for repairs and cleaning. All vent pipes to extend minimum 900mm above roof level. All waste pipes exceeding 6m to be vented. SVPs to all WCs having more than 1200mm vertical discharge. All soil and waste fittings to be accessible along their entire length for maintanance and repairs. All drains are to be accessible at 24m centres by means of MHs or cleaning eyes. A manhole to be provided within 12m of the stand boundary. All drains under building to be straight runs, with IEs at the ends. The works to be encased in 110mm concrete. (15MPa minimum). Stormwater to run naturally with slope. All paving to be laid to falls.
-
6220
5740
290
6220
110
4050
DRAINAGE -
-
WATREPROOFING & DAMPPROOFING 375 micron thick brickgrippolythene DPC. DPCs under all walls and screens walls to be 150mm above finished ground level. DPCs under cills, behind weather boards and under ridge tiles. Vertical DPCs to all changes in floor level. Surface beds to be on approved waterproofing forming a continuous sealed membrane with the DPCs under walls. Flashing to all changes of roof levels and to chimneys. Impervious coping to all parapets. Remove stormwater from building and site. Waterproofing to roof slabs: All waterproofing to roof slabs to be "Derbigum SP4" sheeting, all to be laid (including flashing and counter-flashing) strictly in accordance with manufacturer's instructions, with UB7 bituminous paint to all exposed surfaces and guaranteed unconditionally for ten years. STAIRWAYS -
240
510
1080
610
3415
2500
-
Stairways to be in accordance with the detailed requirements of SANS 10400-L and SANS 10400-M. Walls, screens, railings or balustrades to such stairways to be in accordance with detailed requirements of SANS 10400-L and SANS 10400-B and SANS 10400-T; SANS 10400-K and SANS 10400-T.
240
240
-
200
1500
FIRE INSTALLATION Fire installations to comply with national fire regulations. The supply of water to be in accordance with the detailed requirements of SANS 10400-W and subject to a rational design.
973 1000
1605
FIRE PROTECTION Fire protection measures to be in accordance with the detailed requirements of SANS 10400-T. The fire protection measure to be subject to rational design or rational assessment. ENERGY EFFICIENCY The design of the building envelope to be in accordance with detailed requirement of SANS-10400-XA or be subject of a rational design or rational assessment.
240
5600
PEOPLE WITH DISABILITIES To be in accordance with SANS 10400-S. The fire installations to comply with national fire regulations.
240
PUBLIC SAFETY Level changes, ramps, driveways and pools to comply with SANS 10400-D.
6080 995
610
200
1500
973
SPACE HEATING The provision for space heating to comply with national regulations.
1803
STORMWATER DISPOSAL The means for the control and disposal to be in accordance with the detailed requirements of SANS 10400-XA or be subject to a rational design or rational assessment. The means for the control and disposal in interconnected complexes subject to a rational design and rational assessment.
6080
Ground Floor Plan SCALE: 1 : 50 240
240
3379
WOOD -
110
1020
940
REVISION REV A
DATE 08/07/2019
DRAWN
DESCRIPTION Revision 1
3315
3250
1500
REF.
1500
All wood to comply with SANS 10163.
240
220
6520
240
240
NATURAL LIGHT AND GLAZING All habitable rooms to have a minimum of 10% natural light. All glazing to comply with part N of the NBR and SABS 0137-2000 code of practice: safety and laminated glass to conform to SABS 1263. Aluminium doors and windows to conform to A.A.M.S.A. standards. Minimum thickness of glazing panes: Panes not exceeding 0.75sq.m = 3mm thick; Panes not exceeding 1.5sq.m = 4mm thick; Panes exceeding 1,5sq.m = 6mm thick. Safety glass to window panes lower than 300mm from finished floor level. In a habitable room, bathroom, shower and WC to be in accordance with the detailed requirements of SANS 10400-R or subject to a rational design. The ventilation to comply with SANS 10400-O and is subject to a rational design.
3D View 4 SCALE:
First Floor Plan SCALE: 1 : 50
4810
Client's Name: Client's Signature:
110
1
__________________________________________________________________ Architect's Name: Kakra Asare-Bediako
900
1
1385
Architect Professional Number:
240
7360
5020
930 110
1746
7356
240
578
240
A
240
240
240
A
PrArch 21133
240
2 1494
1080
1830
110
3700
2
_____________________________________
6460
1115
6460
UP
Sandton 10 Grelim Road Bryanston 2191
240
818 8174
Z:\INTERNS\khanyi\project 3\Project4 due today.rvt
Ground Floor Plan SCALE: 1 : 50
1
First Floor Plan A SCALE: 1 : 50
2
2
1
info@inkspired.co.za
I
www.inkspired.co.za
Tel: (011)-805 0600
I
Cell: (072)-068 0958
PROJECT
3D View 6 SCALE:
PROJECT NAME FOR
CLIENT NAME ERF XXX PROJECT ADDRESS
Wallplate Height
6000 S
6000 S
6000 S
Wallplate Height
6000 S
Wallplate Height
6000 S
Wallplate Height
JOHANNESBURG
Wallplate Height
TITLE
Floor Plans First Floor
3000 S
3000 S
3000 S
First Floor
3000 S
First Floor
3000 S
First Floor
First Floor
SCALE: As indicated @ A1 PROJECT
PHASE
DISCIPLINE
BLOCK / SERIES / SUFFIX
REVISION
XXX
1
AR
1000
A
2024/01/30 17:11:39
DRAWING STATUS
Ground Floor
West SCALE: 1 : 100
0 S
0 S
Ground Floor
-765 S
F -01 Foundation
0 S
North SCALE: 1 : 100
Ground Floor
East SCALE: 1 : 100
South SCALE: 1 : 100
0 S
Ground Floor
-765 S
F -01 Foundation
INFO
TENDER
CONSTRUCTION
DATE:
DRAWN BY:
CHECKED BY:
1 January 2015
K.D Dewa
Kakra Asare-Bediako
Smiley kids Ablution Renovation Project This is a small scale existing pre-school in need of ablutions
C:\Users\PC1\Documents\Inkspired Local Files\kindergarten project.rvt 1/19/2024 8:41:35 AM
{3D} SCALE: PROJECT
PROJECT NAME
PROJECT
PHASE
DISCIPLINE
BLOCK / SERIES / SUFFIX
REVISION
XXX
1
AR
1000
A
DRAWING STATUS
Floor Plans INFO SCALE: @ A3
TENDER
REVISION REV A
DATE 18/01/2024
DRAWN DESCRIPTION Khanyile Plan for Design Concept
CONSTRUCTION
DATE:
DRAWN BY:
CHECKED BY:
19/01/2024
Khanyile
Kakra Asare-Bediako
10 Grelim Road, Bryanston, Sandton, 2191. info@inkspired.co.za
I
www.inkspired.co.za
Tel: (011)-805 0600
I
Cell: (072)-068 0958
Smiley kids Ablution Final Proposal
NOTES
1.1
1
2
3
4
GENERAL -
5
All work is to be done in accordance with the National building Regulations. All materials and workmanship are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the Architectural specifications. Where relevant South African National Standards, British Standards, BS codes of practice, or Agrément Certificates applicable to the design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works. The contractor shall in all aspects of the works comply with the provisions of the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ISO 9001, able to be checked to the satisfaction of the Architect, that all materials and workmanship, whatever their sources, meet the requirements of the Specification. Should the Contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly. This drawing must be read in conjunction with all the relevant drawings, schedules and specifications from Inkspired and all other consultants related to the project. All portions of the works related to any service or consultant’s Regulations. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimeters unless otherwise stated. All dimensions and levels must be checked on site by the contractor before putting work in hand. All work to be executed by competent persons qualified for the specific trade.
22100 4100
4500
4500
4500
1
4500
-
1000
-
1.1 5000 S
class A steel profile roof at 15 degree pitch ro comply with SANS 10400-L to engineer's design
Existing
Wallplate Height
3300 S
4500
4500
-
4500
4500
-
DRAINAGE -
EXIT
A
220
W01
3020
D01
Ground Floor
Girl's Toilets/Changing room
EXISTING
EXISTING 1510
-
4500
4500
D
class A steel profile roof at 15 degree pitch ro comply with SANS 10400-L to engineer's design
5000
Existing
T/O Steel Column Height
2550 S
Wallplate
masonry wall to comply with SANS 10400-K with finish to architect's specification
North Elevation SCALE: 1 : 100
4500
4500
4500
To center of existing coloumn
9000
STORMWATER DISPOSAL The means for the control and disposal to be in accordance with the detailed requirements of SANS 10400-XA or be subject to a rational design or rational assessment. The means for the control and disposal in interconnected complexes subject to a rational design and rational assessment.
4500
18000
1
2
3
4
5
D
Ground Floor Plan SCALE: 1 : 100
class A steel profiled roof at 15 degree pitch to comply with SANS 10400-L to engineer's design
D
C
B
A
rectangular hollow section rhs to comply with SANS 10400-B to eng
NATURAL LIGHT AND GLAZING All habitable rooms to have a minimum of 10% natural light. All glazing to comply with part N of the NBR and SABS 0137-2000 code of practice: safety and laminated glass to conform to SABS 1263. Aluminium doors and windows to conform to A.A.M.S.A. standards. Minimum thickness of glazing panes: Panes not exceeding 0.75sq.m = 3mm thick; Panes not exceeding 1.5sq.m = 4mm thick; Panes exceeding 1,5sq.m = 6mm thick. Safety glass to window panes lower than 300mm from finished floor level. In a habitable room, bathroom, shower and WC to be in accordance with the detailed requirements of SANS 10400-R or subject to a rational design. The ventilation to comply with SANS 10400-O and is subject to a rational design. WOOD -
All wood to comply with SANS 10163.
REVISION reinforced concrete downstand beam to comply with SANS 10400-B to engineer's design lintel per eng
C
SPACE HEATING The provision for space heating to comply with national regulations.
CL
4205
2m Building Line
Ground Floor
Aluminium gutters to eng's specs
B
2960
PUBLIC SAFETY Level changes, ramps, driveways and pools to comply with SANS 10400-D.
600 469 686 105
Parapet wall
3000 S
Wallplate
2550 S
REV A B
9000
2960
3020
3020
450
0 S
ENERGY EFFICIENCY The design of the building envelope to be in accordance with detailed requirement of SANS-10400-XA or be subject of a rational design or rational assessment. PEOPLE WITH DISABILITIES To be in accordance with SANS 10400-S. The fire installations to comply with national fire regulations.
450
Plastered and painted
NGL
A
FIRE PROTECTION Fire protection measures to be in accordance with the detailed requirements of SANS 10400-T. The fire protection measure to be subject to rational design or rational assessment.
2550
2550
0 S
3020
1682
600 9220
1370 110
930 3545
3300 S
Stairways to be in accordance with the detailed requirements of SANS 10400-L and SANS 10400-M. Walls, screens, railings or balustrades to such stairways to be in accordance with detailed requirements of SANS 10400-L and SANS 10400-B and SANS 10400-T; SANS 10400-K and SANS 10400-T.
-
FIRE INSTALLATION Fire installations to comply with national fire regulations. The supply of water to be in accordance with the detailed requirements of SANS 10400-W and subject to a rational design.
Wallplate Height 2345
750
Existing
Existing
EXISTING
D
1.1 Existing
EXISTING
EXIT
1700
1700
EXISTING
8.1 m²
W03
5000 S
750
Wallplate
2550 S
C
Boy's Toilets
2000
WATREPROOFING & DAMPPROOFING 375 micron thick brickgrippolythene DPC. DPCs under all walls and screens walls to be 150mm above finished ground level. DPCs under cills, behind weather boards and under ridge tiles. Vertical DPCs to all changes in floor level. Surface beds to be on approved waterproofing forming a continuous sealed membrane with the DPCs under walls. Flashing to all changes of roof levels and to chimneys. Impervious coping to all parapets. Remove stormwater from building and site. Waterproofing to roof slabs: All waterproofing to roof slabs to be "Derbigum SP4" sheeting, all to be laid (including flashing and counter-flashing) strictly in accordance with manufacturer's instructions, with UB7 bituminous paint to all exposed surfaces and guaranteed unconditionally for ten years. STAIRWAYS -
1000
4100
5000
T/O Steel Column Height
EXISTING
2
686
1.1
5000 S
Existing
2805
2960
1
4500
Existing
Passage Beam Above
D01
2
4500
686
2.3 m²
686
3
600
9000
4
2.2 m² 686
Staff Toilet
W02
220
5
Staff Toilet
-
---
110
C
reinforced concrete downstand beam to comply with SANS 10400-B to engineer's design
3300 S
3020
1420
steel 1-colomn to comply with SANS 10400-B to engineer's design with paint finish as per specification
B W02
-
-
686
7.5 m²
All plumbing work to be carried out by licensed drainlayers and plumbers. IEs to all bends and juctions to be easily accessible. IEs to have marked covers at ground level. Rodding eyes to be provided where necessary. All soil pipes to be 110mm diameter glazed earthenware or PVC drains and to have a minimum fall of 1:60. Top of drain to be at least 300mm below ground level. All waste pipes to be 50mm internal diameter. All waste fittings to have deep "P" resealed traps and to be fully accessible for repairs and cleaning. All vent pipes to extend minimum 900mm above roof level. All waste pipes exceeding 6m to be vented. SVPs to all WCs having more than 1200mm vertical discharge. All soil and waste fittings to be accessible along their entire length for maintanance and repairs. All drains are to be accessible at 24m centres by means of MHs or cleaning eyes. A manhole to be provided within 12m of the stand boundary. All drains under building to be straight runs, with IEs at the ends. The works to be encased in 110mm concrete. (15MPa minimum). Stormwater to run naturally with slope. All paving to be laid to falls.
-
EXISTING
110
B
South Elevation SCALE: 1 : 100
Ground Floor
5
-
A 0 S
masonry wall to comply with SANS 10400-K with finish to architect's specification
Wallplate Height
4100
steel I-column to comply with SANS 10400-B to engineer's design with paint finish as per specification
Existing
Existing
4
T/O Steel Column Height
2855
Existing
New Proposed building
3 18000
3545
Plastered and painted
Aluminium gutters to eng's specs
2
To center of existing coloumn 2147 600 488 686 282
5000
Existing
5000
Existing
1
686
reinforced concrete downstand beam to comply with SANS 10400-B to engineer's design
masonry wall to comply with SANS 10400-K with finish to architect's specification
3020
steel 1-colomn to comply with SANS 10400-B to engineer's design with paint finish as per specification
3000 S
Parapet wall
2550 S
Wallplate
DATE 18/01/2024 25/01/2024
DRAWN Khanyile Khanyile
DESCRIPTION Plan for Design Concept First Issue for Construction
info@inkspired.co.za
I
www.inkspired.co.za
Tel: (011)-805 0600
I
Cell: (072)-068 0958
9000
W02
Existing
T/O Steel Column Height
2550 S
Wallplate
Ground Floor
0 S
F -01 Foundation
-765 S
2550
3300 S
masonry wall to comply with SANS 10400-K with finish to architect's specification
Plastered and painted
masonry wall to comply with SANS 10400-K with finish to architect's specification
masonry wall to comply with SANS 10400-K with finish to architect's specification
Ground Floor
4100
5000 S
East Elevation SCALE: 1 : 100
Wallplate 2
S
2550 S
reinforced concrete downstand beam to comply with SANS 10400-B to engineer's design
Ground Floor
0 S
0 S
3300 S 3000 S
T/O Steel Column Height Parapet wall
2550 S
Wallplate
Wallplate Height
2550
2.3 m²
4065
4065
1700
Ground Floor
0 S
F -01 Foundation
-765 S
Ground Floor
FOR
CLIENT NAME ERF XXX PROJECT ADDRESS
JOHANNESBURG
lintel per eng
Staff Toilet
TITLE
D01
3000 Column Height T/O Steel S Parapet wall Wallplate
Smiley Kids Ablution
413
Steel L column to comply with SANS 10400-B to engineer's design with paint finish as per specification
2822
Parapet wall Wallplate
3000 S 2550
3300 S
2057 S
450 300
450 300
5000 S
rectangular hollow section rhs to comply with SANS 10400-B to eng
300
Wallplate
2550 S
Sandton 10 Grelim Road Bryanston 2191
PROJECT
450
3300 S 3000 S
450
3020
T/O Steel Column Height Parapet wall
300
A
493
3020
Wallplate Height
class A steel profiled roof at 15 degree pitch to comply with SANS 10400-L to engineer's design
reinforced concrete slab to comply with SANS 10400-J Part 4.1 (b) to comply to engineer's design
2550
C:\Users\PC1\Documents\Inkspired Local Files\kindergarten project t0m.rvt
2960
B
F -01 Foundation
Section 3 SCALE: 1 : 50
1
All windowsills to be plastered to fall, and painted.
C
Ground Floor
per eng
1.1
All glazing will be in accordance with SANS 10400 - N
D
0 S
-765 S
lintel per eng reinforced concrete slab to comply with SANS 10400-J Part 4.1 (b) to comply to engineer's design
per eng 0 S
3765
Wallplate Height
765
Existing
5000 S
Unnamed
765
2550 S
1700
3300 S
Wallplate
750
O Steel Column Height
masonry parapet wall to comply with SANS 10400-K with finish to architect's specification class A steel profiled roof at 15 degree pitch to comply with SANS 10400-L to engineer's design
765
5000 S
2550
2960
2550
Wallplate Height
3020
3765
3020
0 S
Ground Floor
-765 S
F -01 Foundation
SCALE: As indicated @ A1 PROJECT
PHASE
DISCIPLINE
BLOCK / SERIES / SUFFIX
REVISION
XXX
1
AR
1000
B
2024/01/25 16:57:01
DRAWING STATUS
West Elevation SCALE: 1 : 100
3D Section SCALE:
per eng
Section 4 SCALE: 1 : 50
INFO
TENDER
CONSTRUCTION
DATE:
DRAWN BY:
CHECKED BY:
25/01/2024
K.D. Dewa
Kakra Asare-Bediako
House Mckenna Pergola renovation This is a Small Scale project, i was involved in,working as an assistant with a structural enginner during my studies
1
EXISTING FLOOR
4 8315
4490
1495
B 200-S.01
4490
A 200-S.01
B 200-S.01
UB254X146X31 BEAM
M3 RHS150X50X5.0 COL ABOVE
BEAM TIED TO WALL
A
M3 RHS150X50X5.0 COL ABOVE
520
D6 200-S.02
1200
1200
1200
2400
1200
1200
1350
RAFTER TIED TO WALL
RAFTER TIED TO WALL
75x50x20x2.0 HANGER
75x50x20x2.0 HANGER
75x50x20x2.0 HANGER
B
4350 UB254X146X31 BEAM
2815
UB254X146X31 BEAM
4350
EXISTING PERGOLA
UB254X146X31 RAFTER
UB254X146X31 RAFTER
UB254X146X31 RAFTER
UB254X146X31 RAFTER
B
75x50x20x2.0 HANGER
EXISTING ROOF
75x50x20x2.0 HANGER
3265
3265
3
10470
2040
75x50x20x2.0 HANGER
3 200-S.02
2
5 2930
RHS150X50X4 TIE BEAM
A 200-S.01
M3 RHS150X50X5.0 COL ABOVE
M3 RHS150X50X5.0 COL ABOVE
A
4 4490
RHS150X50X4 TIE BEAM
3 1495
75x50x20x2.0 HANGER
2 4490
75x50x20x2.0 HANGER
1
10470 UB254X146X31 BEAM
M1 RHS150X50X5.0 COL ABOVE
C M1 RHS150X50X5.0 COL ABOVE
M1 RHS150X50X5.0 COL ABOVE
SHS50X50X5 COL ABOVE
2
1
M1 RHS150X50X5.0 COL ABOVE
M1 RHS150X50X5.0 COL ABOVE
M1 RHS150X50X5.0 COL ABOVE
M1 RHS150X50X5.0 COL ABOVE
A
3
B
200-S.01
200-S.02
200-S.01
M1 RHS150X50X5.0 COL BELOW
C M1 RHS150X50X5.0 COL ABOVE
M5 SHS50X50X5 COL ABOVE
SHS50X50X5 COL BELOW
M1 RHS150X50X5.0 COL BELOW
UB406X140X46 BEAM
FIRST FLOOR
3
1 : 50
2
A
3
4
A
3
B
200-S.01
200-S.02
200-S.01
ROOF LAYOUT 1 : 50
5
200-S.01
4490
2930
A
B
A
C 7720
D2
3265
200-S.02
165
D1
1200
1200
1200
200-S.02 3265
C
4350
1200
1200
1200
355
RHS150X50X4 TIE BEAM
EXISTING CHANNEL TO BE REMOVED
75x50x20x2.0 HANGER
ROOF 6.142 m
UB254X146X31 RAFTER
UB254X146X31 BEAM
M5 SHS50X50X5 COL ABOVE
D4 D3
EXISTING EXISTING COLUMNS
200-S.02
2700
200-S.02
M1 RHS150X50X5.0 COL ABOVE
2540
B
M1 RHS150X50X5.0 COL ABOVE EXISTING PERGOLA
BEAM TO TIE INTO EXISTING PERGOLA
UB254X146X31 BEAM
FIRST FLOOR
4350
UB254X146X31 BEAM
UB254X146X31 BEAM
REPLACE EXISTING CHANNEL WITH NEW BEAM
D5
1000
M2 RHS150X50X5.0 COL ABOVE
SHS50X50X5 COL ABOVE
M6 SHS50X50X5 COL ABOVE
M6 SHS50X50X5 COL BELOW
GROUND FLOOR 0.000 m
M2 RHS150X50X5.0 COL ABOVE
M2 RHS150X50X5.0 COL ABOVE
M2 RHS150X50X5.0 COL ABOVE
4490
1495
GROUND FLOOR 0.000 m
EXTERNAL -0.085 m
EXTERNAL
FOUNDATION
FOUNDATION
-0.600 m
-0.600 m
-0.085 m
4490
A
B
200-S.01
200-S.01
1000
1
GROUND FLOOR 1 : 50
3.200 m
M2 RHS150X50X5.0 COL BELOW
200-S.02
COLUMNS CAST INTO 1000x1000x1000mm PAD FOOTING
FIRST FLOOR
UB254X146X31 BEAM
1000
C
COLUMNS CAST INTO 1000x1000x1000mm PAD FOOTING
2820
3.200 m
250
B 200-S.01
1000
UB406X140X46 BEAM
ROOF 6.142 m
40
2640
EXISTING HOUSE
UB254X146X31 RAFTER
UB406X140X46 BEAM
2540
1495
4400
4490
A
SECTION A-A 1 : 50
B
SECTION B-B 1 : 50
400x400x10mm PLATE CAST INTO FOUNDATION
A
B
3265 1200
1200
1200
1200
150x65x20x2.5 PURLIN
RHS150X50X4 TIE BEAM
C
4350
1200
1200
360 ROOF 6.142 m
L60X60X5 HANGER SUPPORT
UB254X146X31 RAFTER
M1 RHS150X50X5.0 COL ABOVE
EXISTING COLUMNS
2540
UB254X146X31 BEAM
UB254X146X31 BEAM FIRST FLOOR UB254X146X31 BEAM
3
3.200 m
SECTION C-C 1 : 50
A
110 2 200-S.02
140
M12 BOLTS CHEMICALLY ANCHORED USING HILTI-HIT 200
SHEETING TO ARCHITECTS DETAIL
FLASHING & WATERPROOFING BY SPECIALIST
3
UB254X146X31 ROOF RAFTER 6.142 m
6
125
250
150x65x20x2.5 PURLIN
L50X50X3 HANGER SUPPORT
6mm THK END PLATE
25 200 25
5 200-S.02
5
165 25 120 25
RHS150X50X4 TIE BEAM
6mm THK END PLATE
M12 BOLTS CHEMICALLY ANCHORED USING HILTI-HIT 200
EXISTING WALL
RHS150X50X4 TIE BEAM
UB254X146X31 RAFTER
5
ROOF
L50X50X3 HANGER SUPPORT
150x65x20x2.5 PURLIN
6.142 m
L50X50X3 HANGER SUPPORT
RHS150X50X4 TIE BEAM
75x50x20x2.0 HANGER
5
75x50x20x2.0 HANGER M3 RHS150X50X5.0 COL BELOW
D1
DETAIL 1 - TIE BEAM TO WALL
2
1 : 20
DETAIL 1 - ELEV
D2
1 : 20
DETAIL 2 - ROOF TOP END
D3
1 : 20
1 200-S.02
355
DETAIL 3 - ELEV 1 : 20
D6 200-S.02
C
3
100
4 200-S.02
UB254X146X31 RAFTER ROOF
ROOF 6.142 m
UB254X146X31 RAFTER
ROOF 6.142 m
UB254X146X31 RAFTER
UB406X140X46 BEAM
UB406X140X46 BEAM
M1 RHS150X50X5.0 COL BELOW
DETAIL 4 - RAFTER END 1 : 20
6.142 m
ROOF
5 M1 RHS150X50X5.0 COL ABOVE UB254X146X31 BEAM
75x50x20x2.0 HANGER
D4
5
1 : 20
1 C
150x65x20x2.5 PURLIN
DETAIL 3 - HANGER
6.142 m
FIRST FLOOR 3.200 m
M1 RHS150X50X5.0 COL BELOW
1
DETAIL 4 - ELEV 1 : 20
D5
DETAIL 5 - COL ON BEAM 1 : 20
D6
DETAIL 6 - RAFTER TO WALL 1 : 20
4
DETAIL 6 - ELEV 1 : 10
01 Undergraduate School Projects
“The light keeps on shining”
L
ANDSCAPE
Concept development leading to final design proposal.
Fietas ,Johannesburg
02
“Tranquality”
APB Bunting campus , Johannesburg
The arrival
The concept was a personal reflection to show how my journey with my studies has not been linear leading to the arrival
APB Bunting campus , Johannesburg
APB Bunting campus , Johannesburg
Final proposed site model with context
APB Bunting campus , Johannesburg
03
“Reimagining the forgotten” Group project with interior design student Exhibition stand
The Concept,‘‘Work and Play”. The idea of redesigning spaces that have been forgotten into lively spaces in this case ,an Exhibition stand for creative minds. To deconsctruct and reconstruct taken from the idea of
APB Bunting campus , Johannesburg
04
‘‘Innovating creativity’’ A series of reaserching exististing projects
Research conducted and model making of the tower
Wits Univerrsity student accomodation
Residential accomodation Working drawings
estbury
Westbury Train station Proposal
Westbury
Westbury Train Station Proposal