p
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a r c h i t e c t u r a l
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o MUFAMADI KHATHUTSHELO 221002873
context 01reviver
02strive the streets
02strive the streets
03student accomodation
04reunite westbury
CARRICULUM VITAE of Mufamadi Khathutshelo
personal statement
PERSONAL INFORMATION
Tertiary Education
I am an undergraduate architecture student at university of johannesburg. through my interest and passion i believe that the proper design of each space improves the quality of the user’s lifes. were one of my strength is the human resources management, while at the same time i have ability to cooperate successfully as a member team with enthusiasm and diligence.
Title : MR First names : Khathutshelo Surname : Mufamadi Health condition : Excellent Birth Date : 25 march 2002 Residential address : stand no 758 lwamondo(mathule) tshifulanani Postal address : PO BOX 758 lwamondo 0985 Cellphone Number : 0637424500 & 0683787610 Email Address : mfmdkhathu@gmail. com Nationality : South African Racial group : Black Identity number : 0203255830085 Criminal offences : None Home language : tshivenda Other Languages : English Marital status : Single Gender : male Driver’s licence : None
Institution : Degree : Duration : Student Number :
meanwhile,am searching for an intern position in architecture studio with enviable reputation, as i believe that my collaboration with an experienced firm, with remarkable architectural work and vision for/to the future would be an important step in my evolution as an architect.
Secondary Information Highschool :
lwamondo high school Highest grade passed:Grade 12 Year : 2020 Subjects : Tshivenda English Mathematics Physical Sciences Life Sciences Life Orientation Geograpgy
University of Johannesburg barchelor of architecture 3rd year 22002873
Computer Skills/softwares: ➢ Revit ➢ Archicad ➢ Autocad ➢ Indesign ➢ Photoshop ➢ Microsoft word ➢ caddie ➢ sketchup SKILLS Architectural design architectural drawings hand modeling sketching painting/art urban design urban planning project management Key Competencies: ➢ Able to work in a team effectively ➢ Good Communication Skills ➢ Self-Motivated ➢ Goal Orientated ➢ Innovative HOBBIES and INTERESTS: 1. DRAWING 2. Community engagement 3. Basketball 4. customizing clothes &sneakers 5. Choral music singer 6. tutoring REFERENCES available upon request
street Rahima
CE
ENTRAN
street Rahima
B
Y LINE BOUNDR
81 679
A 8400
WAY M1 HIGH
G FLOR EXISTIN G BUILDIN
IST
NG G GAUTEDING EXISTIN IL CIAL BU PROVIN 58 622
38 225
33 236
SECTION
9 274
11
N
7 241
1710
7 395
N
RAIN DOW 100MM PIPE WATER
G LINE
BUILDIN
ACCESS
B-B1
01reviver
16 17
RAIN DOW 100MM PIPE WATER
10
9
7 7 747
08 17
5
7500
8 572
BOX GUT
TER
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
7500 E SITTING
trees existing
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
3 5MM
1 OUTSID
AREA
C
trees existing
A SECTION 9 320
ES
B
E DRY LIN BOUN 7500
15 DEGREE
A-A1
D trees existing
trees existing
E
D
7500
BOUNDRY LINE
15 DEGREE
SECTION
C 7 719
EXIS
ILD PED BU DEVELO
15 DEGREE
NEW P TO THE TE RAM FALL OF CONCRE NT AT THE BASEME REE 4,8 DEG
G
ILDIN TING BU
trees existing
ING
ES
15 DEGREE
NEW TRE
A-A1
7500
NEW TRE
ING EXIST SS ACCE
THIS PROJECT CONSISTS OF TWO PARTS WHCH IS DESIGN AND CONSTRUCTION OF BUILDING.WHERE FISRT PART FOCUS ON FOMULATING OF THE PROPOSAL FOR THE RESTORATION, MAINTENANCE AND THE REUSE OF THE BUILDING . AND THE SECOND PART FOCUS ON HOW THE BUILDING CAN BE CONSTRUCTED AS I WAS IMPLEMATING MY DESIGN ON THE EXISTING BASEMENT.
N
RAIN DOW 100MM PIPE WATER
4
B
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
6
MX7 EL 2 100M ISED STE GALVAN
trees existing
A
8
1160MM 2500MMX SS PANEL FLAT GLA T SKYLIGH
trees existing
ES NEW TRE
F TO BE HED DEMOLIS
NEW TRE
E
ES
08 17
F LAID ON ON SHELL ROO S UNDERLAY RIB CRETE 75MM CONMM STIFFENING TION BEAM 100MMX75 MMX25MM I SEC EL BEAM 60MM STE 103MMX75 ERD BY CONNECTS TO TION SUPPOT SEC HICH EL ERW STE MM I CYLIND 0MMX25 300MMX30 COLUMN
NEW TRE
ES
F E SITT OUTSID S) (BENCHE
NEW TRE
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
A ING ARE
ES
TO BE HED DEMOLIS
N RAIN DOW 100MM IE PIPE WATER 7 500
11 020
7 500 7500 IE
7500
1
AT SOIL PIPE 110MM upvc L TO THE LE 1:40 FAL AL MAINHO MUNICIP NEW TRE
4
8 NEW TRE
NEW TRE
NEW TRE
ES
NEW TRE NEW TRE
ES
52,9M2 32,1M2
PREPARING SPACE
28,9M2
STORAGE
11M2
ES
ES
C
ES
SITTING AREA
26M2
ES
Y LINE BOUNDR NEW TRE
RESTURANT ES
1710
3 488
NEW TRE
ES
81,5M2
COOKING AREA NEW TRE
KING RIAN WAL PEDEST NT PAVEME
NEW TRE
PEDESTRIAN ENTRANCE
MUSIC LIBRARY 11
7
6 G LINE BUILDIN
ES NEW TRE
EMENT NEW PAV
9
ENTRANCE
5
3
2
ES
7 500
10
7 500
B-B1
IE
8 157
WAY M1 HIGH
7500
RE
N
RAIN DOW 100MM PIPE WATER
AREA SCHEDULE
N
RAIN DOW 100MM PIPE WATER 7500
SECTION
G
N RAIN DOW 100MM PIPE WATER 7500
trees existing
G
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
5MM EL 100MMX7 ISED STE GALVAN TER BOX GUT
8 643
MY PROPOSAL CONSIST OF A LIGHTWEIGHT CONSTRUCTION WHICH EMBEDS THE CONNECTION OF THE STEEL COLUMN AND CONCRETE COLUMN
7500
5MM ES 75MMX4 PERGOL GULAR RECTAN
ES
CHANGING ROOM
24M2
BALL-ROOM
71,6M2
TOILETS
80M2
D
WN G G NEWTO EXISTIN CTORY BUILDIN MUSIC FA
PEDESTRIAN ENTRANCE
TOTAL AREA:
N Site plan scale : 1:200
GSPublisherVersion 0.9.100.100
GSEducationalVersion GSPublisherVersion 0.9.100.100
12,50MM PLASTERBOARD WITH 3MM INTERIOR PANEL WHICH IS M16 STUDDING RESIN 175MMX280MM CANTILEVER STAIRCASE WITHA LANDING OF 1500MM,HEADROOM 2100MM
13 12
28,9m2
52,9m2
ceramic tiles
ceramic tiles
11
2700
10 9 8 7 6 5 4 3 2 1
FFL +30
sitting area
+2125
26m2
U/S LIN
3000
Resturant
preparing space
ceramic tiles
NGL
GRO
13 12
H
D
BASEMENT
7500
11
C
7500
B
10
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 7500 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
A
2800
7500
E
9
2400
F STEEL I SECTION 300MMX300MM COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
8
7500
2500
7 6
1400
G
±0
GENERAL NOTE
14
5 4
ROOF
3 2
+9200
1
- All work to comply with Loc and NBR by-laws. Read figured dimen RETAININ preference to scaling. The contractor must DESIGN Surveyors pegs, markes, levels, heights dimensions on site and to check same against a drawings. - Contractor is to build-in app whether or not these are shown on draw external walls at each floor, parapet level a window s, doors or openings in external walls - Lintels above all doors, win arches. 100 xDUMP PR 80 GSI gutters and downpipe (DPM) - All finishes to comply and b by featherview estate achitectur aesthetic committee
-3000
LAB
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO ENGS SPEC
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I CONCRETE SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH FOUNDATION TO CONNECTS TO 300MMX300MMX25MM I ENGS SPEC STEEL SECTION COLUMN
CONCRETE FOUNDATION TO ENGS SPEC
+6000
ECTION B-B
71,6m2 ceramic tiles
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
3000
Ball room
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
CEILING
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
ROOF NOTES
lat roof - parapet walls to be min 300 roof level - waterproofing to be durbigu - on 50mm screeds to fall to downpipes(painted) - and 255mm concrete slab w lintel - to engineers detail and spe
CURTAIN WALL
TOC +30
ALE: 1:50 15
28,9m2
52,9m2
ceramic tiles
ceramic tiles
14 13 12 11 10 9 8 7 6 5 4 3 2 1
2700
preparing space
FFL +30 A
B
C
7500
D
7500
7500
+3000
20MM OAK HARDWOOD FACING COONECTED TO BRICKWALL BY 12,50MM PLASTERBOARD WITH 3MM INTERIOR PANEL WHICH IS M16 STUDDING RESIN 175MMX280MM CANTILEVER STAIRCASE WITHA LANDING OF 1500MM,HEADROOM 2100MM
16
Resturant
FIRST FLOOR sitting area ceramic tiles
F
E
7500
7500
+2125
26m2
G
NGL
2500
14
DRAINAGE NOT
U/S LINTEL
3000
17
175MMX300MM STEEL FIRE ESCAPE STAIR CASE
±0
GROUND FLOOR
13 12 11 9
+9200
8
ON 103MMX75MMX25MM I ROOF UNDERLAY SECTION BEAM SUPPOTERD BY 60MM
7 6
1400
RETAINING WALL TO ENGS DESIGN
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS
2800
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
2400
65MM FLOOR FINISH
10
BASEMENT
300MMX300MM STEEL I SECTION COLUMN CONNECTED TO 250MMX175MMX23MM STEEL I SECTION BEAM SUPPORTER
STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
5 4 3
FOUN
- Encased drains less than 4 ground level in ground. - 75mm deep reseal traps to to be accessible along entire lengh changes of direction. - Covers where required in a ducts. WP`s below floor slab to be sleeve both ends. - Min fall to all drains to be M 100mm for drain/vent pipes of SABS ap material.
2 1
-3000
255MM CONCRETE SLAB
FOUNDATION
+6000
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO f ENGS SPEC
f
CONCRETE FOUNDATION TO ENGS SPEC
f
f
CEILING
CONCRETE FOUNDATION TO ENGS SPEC
CONCRETE FOUNDATION TO ENGS SPEC
DUMP PROOF MEMBRANE (DPM)
+3000
FIRST FLOOR CURTAIN WALL 175MMX300MM STEEL FIRE ESCAPE STAIR CASE
SECTION B-B SCALE: 1:50
±0
NGL GROUND FLOOR
WEST ELEVATION
A
B
C
7500
SCALE: 1:100
D
7500
F
E
7500
7500
7500
G 2500
+9200
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS
ON 103MMX75MMX25MM I ROOF UNDERLAY SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
+6000
CEILING f
f
f
f
+3000
1
2
3
4
5
6
FIRST FLOOR
7
8
9
10
11
CURTAIN WALL
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
175MMX300MM
7500
7500
7 500
7 500
7500
FIRE 7 500 STEEL ESCAPE STAIR
100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
100mmx75mm GALVANISED SHEET BOX GUTTER
7500
7 500
7500
CASE
100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
±0
NGL GROUND FLOOR
WEST ELEVATION
2500
+9200
ROOF
6000
SCALE: 1:100
CEILING F
F
F +3000
FIRST FLOOR F
1
2
3
4
F
5
6
7F
8
9
F
10
11 F
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
7500
7500
7 500
7 500
7500
7500
7 500
100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
100mmx75mm GALVANISED SHEET BOX GUTTER
7 500
7500 100mmx75mm GALVANISED SHEET BOX GUTTER CONNECTED TO 100MM RAIN DOWN PIPE
2500
+9200
±0
ROOF
NGL GROUND FLOOR
6000
IE IE
-3000
CEILING
FOUNDATION F
F F
IE
IE
RE +3000
institution:
FIRST FLOOR
UJ (FADA) F
F
F
F F ±0
SOUTH ELEVATION SCALE: 1:100
NGL GROUND FLOOR
PROJECT:
PUBLIC CHANG
75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
FIBRE GLASS CLERESTORY WINDOW WITH INSULATED GLAZED UNITS 150MMX15MM CURVED WINDOW SILL
150MMX15MM CURVED WINDOW SILL
220MMX110MMX75MM CLAY BRICKS ,DOUBLE WALL WITH BRICK FORCE EVERY FOUR COURSE
perimeter section scale: 1;20
65MM FLOOR FINISH
255MM CONCRETE SLAB
NGL
RETAINING WALL TO ENGS DESIGN
110MMX110MMX75MM CLAY SINGLE BRICKWALL CONCRETE FOOTING FOUNDATION TO ENGS SPEC
150MM COMPACTED EARTH
PERIMETER SECTION SCALE: 1:20
STAIRS DETAIL SCALE: 1:10
GSPublisherVersion 0.9.100.100
GENERAL NOTES
BOLT NUT 75MM CONCRETE SHELL ROOF LAID ON 100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
OPAQUE SPANDREL PRESSURE PLATE NEOPRENE GASKET THERMAL BREAK
N RLAY ON
N COLUMN
vertical mulion
ROOF
METAL BACK PAN
LAY AM
- Encased drains less than 450mm from ground level in ground. - 75mm deep reseal traps to all waste pipes to be accessible along entire lenght, IE`s at all changes of direction. - Covers where required in all vertical ducts. WP`s below floor slab to be sleeved with CE`s at both ends. - Min fall to all drains to be Min. 1:60. 100mm for drain/vent pipes of SABS approved material.
vertical mulion
ROOF vertical mulion lat roof
+6000
METAL BACK PAN
CEILING
2 681
SCALE: 1:10
DRAINA
- Encased dra ground level in ground. - 75mm deep to be accessible alo changes of direction. - Covers wher ducts. WP`s below floor sla both ends. - Min fall to all 100mm for drain/vent pipe material.
65MM FLOOR FINISH
250MM MICRO N DPC 255MM CONCRETE SLAB
+3000
+6000 +6000
75MMX45MM RECTANGULAR PERGOLES
FIRST FLOOR RETAINING WALL TO ENGS DESIGN
CEILING CEILING 2 983
2 681
2 681
65MM FLOOR FINISH
110MMX110MMX75MM CLAY SINGLE BRICKWALL
CURTAIN WALL CONNECTION SCALE: 1:10
300MMX300MM I STEEL SECTION COLUMN
65MM FLOOR FINISH 65MM FLOOR FINISH
+0
250MM MICRO N DPC 250MM MICRO N DPC
NGL
255MM CONCRETE SLAB
GROUND FLOOR
255MM CONCRETE SLAB 255MM CONCRETE SLAB
2 587
+3000 +3000
RETAINING WALL TO ENGS DESIGN
FIRST FLOOR FIRST FLOOR RETAINING WALL TO RETAINING WALL TO ENGS DESIGN ENGS DESIGN 110MMX110MMX75MM 110MMX110MMX75MM CLAY SINGLE BRICKWALL CLAY SINGLE BRICKWALL
110MMX110MMX75MM CLAY SINGLE BRICKWALL
255MM CONCRETE SLAB
FOUNDATION CONCRETE FOOTING
2 983
-3000
2 983
65MM FLOOR FINISH
150MM COMPACTED EARTH
110MM SOIL PIPE
FOUNDATION TO ENGS SPEC
CURTAIN WALL CONNECTION CURTAIN WALL CONNECTION SCALE: 1:10 SCALE: 1:10
institution: UJ (FADA) PROJECT: PUBLIC CHANGE ROOM PURPOSE: WORKING DRAWINGS
PERIMETER SECTION
TITLE:
SCALE: 1:20
GSPublisherVersion 0.9.100.100
+0
+0
- parapet walls roof level - waterproofin - on 50mm scr downpipes(pa - and 255mm lintel - to engineers
METAL BACK PAN
MULION CONNECTION SCALE: 1:10 MULION CONNECTION 220MMX110MMX75MM CLAY BRICKS ,DOUBLE WALL WITH BRICK FORCE EVERY FOUR COURSE
- All work to co and NBR by-laws. Read preference to scaling. The c Surveyors pegs, markes, dimensions on and to check s drawings. - Contractor is whether or not these are external walls at each floor, p window s, doo or openings in - Lintels above arches. 100 x 80 GSI gutters - All finishes to by featherview es aesthetic committee
OPAQUE SPANDRE PRESSURE PLATE NEOPRENE GASKET PRESSURE PLATE THERMAL BREAK NEOPRENE GASKE lat roof - parapet walls to be min 300mm above roof level - waterproofing to be durbigum by specialist - on 50mm screeds to fall to concealed downpipes(painted) - and 255mm concrete slab with blocks and lintel - to engineers detail and specification
DRAINAGE NOTES
SCALE: 1:10
ROOF
150MMX15MM CURVED WINDOW SILL
ROOF NOTES
GENER
THERMAL BREAK
MULION CONNECTION
+9200 +9200 ROOF
FIBRE GLASS CLERESTORY WINDOW WITH INSULATED GLAZED UNITS
BOLT NUT
BOLT NUT OPAQUE SPANDREL
+9200
100MMX75MM STIFFENING RIBS UNDERLAY ON 103MMX75MMX25MM I SECTION BEAM SUPPOTERD BY 60MM STEEL BEAM CYLINDERWHICH CONNECTS TO 300MMX300MMX25MM I STEEL SECTION COLUMN
- All work to comply with Local Authority and NBR by-laws. Read figured dimensions in preference to scaling. The contractor must verify all Surveyors pegs, markes, levels, heights and dimensions on site and to check same against all sets of drawings. - Contractor is to build-in approved DPC`s whether or not these are shown on drawings, to all external walls at each floor, parapet level and to all window s, doors or openings in external walls. - Lintels above all doors, windows and arches. 100 x 80 GSI gutters and downpipes. - All finishes to comply and be pre-aboved by featherview estate achitectural and aesthetic committee
Drawn by: mufamadi k
student no: 221002873
course code: BATD
drawing no:
scale:
date:
by featherview estate achitectural and aesthetic committee
ROOF NOTES
12,50MM PLASTERBOARD WITH 3MM INTERIOR PANEL
lat roof - parapet walls to be min 300mm above roof level - waterproofing to be durbigum by specialist - on 50mm screeds to fall to concealed downpipes(painted) - and 255mm concrete slab with blocks and lintel - to engineers detail and specification 0,6 GALVANISED CORRUGATED
ROOF SHEET LAID ON METAL PLATE CONNECTED TO 120mm
DRAINAGE NOTES STEEL CYLINDER PURLIN 20MM OAK HARDWOOD FACING
M16 STUDDING RESIN ANCHERED INTO WALL
8MM STEEL FIXING PLATE
- Encased drains less than 450mm from ground level in ground. 120mm STEEL CYLINDER - 75mm deep reseal traps to all waste pipes to bePURLIN CONNECTED TO 250mmx150mmx23mm accessible along entire lenght, IIE`s at all changes of BEAM STEEL direction. - Covers where required in all vertical METAL ducts. WP`s PLATE BOLTED IN below floor slab to be sleeved with CE`s at 250mmx150mmx23mm I BEAM both SECTION ends. - Min fall to all drains to be Min. 1:60. 250mmx150mmx23mm I STEEL 100mm for BEAMpipes CONNECTED TO drain/vent of SABS approved material. 250mmx103mmx23mm I STEEL
COLUMN
PLASTIC SUPPORTER INSIDE THE OAK HARDWOOD
203mmx103mmx23mm I SECTION BEAM BOLTED TO 203mmx103mmx23mm I SECTION COLUMN
12,50MM PLASTERBOARD WITH 3MM INTERIOR PANEL
25mm BOLTS NUT.BOLTED INTO A 203mmx103mmx23mm I STELL COLUMN SECTION WITH 203mmx103mmx23mm I BEAM STEEL SECTION
20MM OAK HARDWOOD FACING
203mmx103mmx23mm I STEEL COLUMN SUPPORTING A BASEMENT ROOF ENTRANCE
ROOF EDGE DETAIL SCALE: 1:10
0,6 GALVANISED CORRUGATED ROOF SHEET LAID ON METAL PLATE CONNECTED TO 120mm STEEL CYLINDER PURLIN 0,6 GALVANISED CORRUGATED ROOF SHEET LAID ON METAL PLATE CONNECTED TO 120mm STEEL CYLINDER PURLIN
120mm STEEL CYLINDER PURLIN CONNECTED TO 250mmx150mmx23mm I STEEL BEAM METAL PLATE BOLTED IN 250mmx150mmx23mm I BEAM SECTION
120mm STEEL CYLINDER PURLIN CONNECTED TO 250mmx150mmx23mm I STEEL BEAM
250mmx150mmx23mm I STEEL BEAM CONNECTED TO 250mmx103mmx23mm I STEEL COLUMN
250mmx150mmx23mm I STEEL BEAM CONNECTED TO 250mmx103mmx23mm I STEEL COLUMN
203mmx103mmx23mm I SECTION BEAM BOLTED TO 203mmx103mmx23mm I SECTION COLUMN 25mm BOLTS NUT.BOLTED INTO A 203mmx103mmx23mm I STELL COLUMN SECTION WITH 203mmx103mmx23mm I BEAM STEEL SECTION
12,50MM PLASTERBOARD WITH 3MM INTERIOR PANEL
203mmx103mmx23mm I STEEL COLUMN SUPPORTING A BASEMENT ROOF ENTRANCE
38MM VOID CLEARANCE FOR TIMBER SUPPORT 20MM OAK HARDWOOD FACING
25mm BOLTS NUT.BOLTED INTO A 203mmx103mmx23mm I STELL COLUMN SECTION WITH 203mmx103mmx23mm I BEAM STEEL SECTION
203mmx103mmx23mm I STEEL COLUMN SUPPORTING A BASEMENT ROOF ENTRANCE
institution: UJ (FADA) PROJECT:
ROOF EDGE DETAIL SCALE: 1:10
M16 STUDDING RESIN ANCHERED INTO WALL
PUBLIC CHANGE ROOM
SCALE: 1:10
PURPOSE: 8MM STEEL FIXING PLATE
WORKING DRAWINGS TITLE:
STAIRS DETAIL SCALE: 1:10
ROOF EDGE DETAIL
Drawn by: mufamadi k
student no: 221002873
course code: BATD
drawing no:
scale:
date:
02strive the streets the spaces that I want to bring to these particular area is when focusing more on bringing more people around the site. So when I looked on the nature around the site, I wanted to bring more developed system of the nature which has to do with landscaping. Which is going to restructure and find a way on how it can be more accessible from different side and not only by Vred Street. Because the vred road connect on a road from fietas to the main road it can also be used as a pickup point for the buses in order to accommodate people around the site which is going to lead the road to be used so I decided the can be implementation of the lights to be used along the road. For the site that I’m using I want to bring a parking area on the outside or do a semi- basement on the building I want to bring and implement so that there can be more shadows in the area.
Access
500mm high round concrete planter with 6mm bitumen torch-on root membrane
Round concrete ballord
Bou ndar
+ new tree
+ new tree
500mm high round concrete planter with 6mm bitumen torch-on root membrane
+ new tree
600mm high 300mm thick off shutter 600mm high 300mm thick off shutter 600mm high 300mm thick off shutter reinforced concrete planter box with reinforced concrete planter box with reinforced concrete planter box with 800mm along side for sitting 800mm along side for sitting 800mm along side for sitting
F + new tree + new tree
500mm high round concrete planter with 6mm bitumen torch-on root membrane 500mm high round concrete planter with 6mm bitumen torch-on root membrane
500mm high round concrete planter with 6mm bitumen torch-on root membrane
+ new tree
building line
re
bench for sitting
61643
500mm high round concrete planter with 6mm bitumen torch-on root membrane
+ new tree
re
re
y Li ne
Existing tree Copy 054103-1 Body_1 of 05-A-P^052113-1 3DGeom~936 3DGeom~369 3DGeom~294 3DGeom~89 3DGeom~38
_belka^ST1421-1
Existing tree
500mm high round concrete planter with 6mm bitumen torch-on root membrane 500mm high round concrete planter with 6mm bitumen torch-on root membrane 42390
45346 building line
ROOF NOTE: 350mm thick reinforced concrete slab with cement screed to fall @ 1:40 to 150mm fullbore outlets
enie-1
bench for sitting
+ new tree
Ie
10 10070
building line
BALCONY polished screed Ie re BALCONY polished screed
ie ie 17709
Round concrete ballord
DN
Body_1 083101_rurka_stopien_830 i3_ucho_porecz_#4mm-1 i3_ucho_porecz_#4mm-2 3DGeom~63 3DGeom~237 3DGeom~551 3DGeom~162 3DGeom~185 3DGeom~204 3DGeom~933 _831_832-1
Existing building
B
ROOF NOTE: 350mm thick reinforced concrete slab with cement screed to fall @ 1:40 to 150mm fullbore outlets
PROPOSED NEW PLAYGROUND 13m Bo und ary
13m Boundary Line
7524
Access
9
1588
Ie
Copy 054103-1 Body_1 oczko_lancuch-75 oczko_lancuch-74 oczko_lancuch-73 oczko_lancuch-72 oczko_lancuch-71 oczko_lancuch-70 oczko_lancuch-69 oczko_lancuch-68 oczko_lancuch-67 oczko_lancuch-66 oczko_lancuch-60 oczko_lancuch-59 oczko_lancuch-58 oczko_lancuch-57 oczko_lancuch-56 oczko_lancuch-55 oczko_lancuch-54 oczko_lancuch-53 oczko_lancuch-52 oczko_lancuch-51 oczko_lancuch-50 oczko_lancuch-49 oczko_lancuch-48 oczko_lancuch-47 oczko_lancuch-46 oczko_lancuch-45 oczko_lancuch-44 oczko_lancuch-43 oczko_lancuch-42 oczko_lancuch-41 oczko_lancuch-40 oczko_lancuch-39 oczko_lancuch-38 oczko_lancuch-37 oczko_lancuch-36 oczko_lancuch-35 oczko_lancuch-34 oczko_lancuch-33 oczko_lancuch-32 oczko_lancuch-31 oczko_lancuch-30 oczko_lancuch-29 oczko_lancuch-28 oczko_lancuch-27 oczko_lancuch-26 oczko_lancuch-25 oczko_lancuch-24 oczko_lancuch-23 oczko_lancuch-22 oczko_lancuch-21 oczko_lancuch-20 oczko_lancuch-19 oczko_lancuch-18 oczko_lancuch-17 oczko_lancuch-16 oczko_lancuch-15 oczko_lancuch-14 oczko_lancuch-13 oczko_lancuch-12 oczko_lancuch-11 oczko_lancuch-10 oczko_lancuch-9 oczko_lancuch-8 oczko_lancuch-7 oczko_lancuch-6 oczko_lancuch-5 oczko_lancuch-4 oczko_lancuch-3 szekla_nowa-1 Część1^szekla_nowa-1 oczko_lancuch-2 oczko_lancuch-1 łacuch_koncowka_szekla-2 lancuch_rozgalezienie_plas lancuch_d łacuch_koncowka_szekla-1 oczko_mocowanie-4 oczko_mocowanie-3 oczko_mocowanie-2 oczko_mocowanie-1 996106-1 koncowka_zawiesia-1 srodek_zawieisa-1 zawiesie_standard-cz.1-1 3DGeom~89 3DGeom~38 3DGeom~369 3DGeom~936 3DGeom~294 3DGeom~457 3DGeom~484 3DGeom~413 3DGeom~400 3DGeom~221 3DGeom~123 3DGeom~151 of 05-A-P^052113-1 ługi_plaskie-4 ługi_plaskie-3 kie-4 kie-3
13m
+ new tree
BALCONY polished screed
7599
Siedzisko_plaskie_R1_zloz 996138-2 996138-1
G
Ie
8
_belka^ST1421-1
16297 BALCONY polished screed
7502
b250_2_blacha_montażowa b66-4^ST1421-2 052113-2 996143-3 052112-1 996143-4 053111-1
Ie
7
enie-1
Acc 7500
enie-1
500mm high round concrete planter with 6mm bitumen torch-on root membrane
6
b250_2_blacha_montażowa b66-4^ST1421-2 052113-2 996143-3 052112-1
_belka^ST1421-1
b250_2_blacha_montażowa b66-4^ST1421-2 052113-2 996143-3 052112-1
SITE PLAN
BALCONY polished screed
7640
Copy 054103-1 Body_1 of 05-A-P^052113-1 3DGeom~936 3DGeom~369 3DGeom~294 3DGeom~89 3DGeom~38
SCALE: 1;200
9467
5
Siedzisko_plaskie_R1_zloz 996138-2 996138-1
Existing building
Ie 7573
_belka^ST1421-1
E
4
oczko_lancuch-75 oczko_lancuch-74 oczko_lancuch-73 oczko_lancuch-72 oczko_lancuch-71 oczko_lancuch-70 oczko_lancuch-69 oczko_lancuch-68 oczko_lancuch-67 oczko_lancuch-66 oczko_lancuch-60 oczko_lancuch-59 oczko_lancuch-58 oczko_lancuch-57 oczko_lancuch-56 oczko_lancuch-55 oczko_lancuch-54 oczko_lancuch-53 oczko_lancuch-52 oczko_lancuch-51 oczko_lancuch-50 oczko_lancuch-49 oczko_lancuch-48 oczko_lancuch-47 oczko_lancuch-46 oczko_lancuch-45 oczko_lancuch-44 oczko_lancuch-43 oczko_lancuch-42 oczko_lancuch-41 oczko_lancuch-40 oczko_lancuch-39 oczko_lancuch-38 oczko_lancuch-37 oczko_lancuch-36 oczko_lancuch-35 oczko_lancuch-34 oczko_lancuch-33 oczko_lancuch-32 oczko_lancuch-31 oczko_lancuch-30 oczko_lancuch-29 oczko_lancuch-28 oczko_lancuch-27 oczko_lancuch-26 oczko_lancuch-25 oczko_lancuch-24 oczko_lancuch-23 oczko_lancuch-22 oczko_lancuch-21 oczko_lancuch-20 oczko_lancuch-19 szekla_nowa-1 oczko_lancuch-2 oczko_lancuch-1 Część1^szekla_nowa-1 oczko_lancuch-18 oczko_lancuch-17 oczko_lancuch-16 oczko_lancuch-15 oczko_lancuch-14 oczko_lancuch-13 oczko_lancuch-12 oczko_lancuch-11 oczko_lancuch-10 oczko_lancuch-9 oczko_lancuch-8 oczko_lancuch-7 oczko_lancuch-6 oczko_lancuch-5 oczko_lancuch-4 oczko_lancuch-3 Body_1 lancuch_rozgalezienie_plas łacuch_koncowka_szekla-2 lancuch_d łacuch_koncowka_szekla-1 oczko_mocowanie-4 oczko_mocowanie-3 oczko_mocowanie-2 oczko_mocowanie-1 996106-1 koncowka_zawiesia-1 srodek_zawieisa-1 zawiesie_standard-cz.1-1 3DGeom~457 3DGeom~484 3DGeom~413 3DGeom~400 3DGeom~151 3DGeom~221 3DGeom~123 ługi_plaskie-4 ługi_plaskie-3 kie-4 kie-3
E BALCONY polished screed
7588
Body_1 3DGeom~765
Existing building
3 Existing building
Siedzisko_plaskie_R1_zloz 996138-2 996138-1
A 8397
b250_2_blacha_montażowa b66-4^ST1421-2 052113-2 996143-3 052112-1 053111-1 996143-4
24380
Ie
2
enie-1
ess 7603
oczko_lancuch-30 oczko_lancuch-29 oczko_lancuch-28 oczko_lancuch-27 oczko_lancuch-26 oczko_lancuch-25 oczko_lancuch-24 oczko_lancuch-23 oczko_lancuch-22 oczko_lancuch-21 oczko_lancuch-20 oczko_lancuch-19 oczko_lancuch-46 oczko_lancuch-45 oczko_lancuch-44 oczko_lancuch-43 oczko_lancuch-42 oczko_lancuch-41 oczko_lancuch-40 oczko_lancuch-39 oczko_lancuch-38 oczko_lancuch-37 oczko_lancuch-36 oczko_lancuch-35 oczko_lancuch-34 oczko_lancuch-33 oczko_lancuch-32 oczko_lancuch-31 oczko_lancuch-68 oczko_lancuch-67 oczko_lancuch-66 oczko_lancuch-60 oczko_lancuch-59 oczko_lancuch-58 oczko_lancuch-57 oczko_lancuch-56 oczko_lancuch-55 oczko_lancuch-54 oczko_lancuch-53 oczko_lancuch-52 oczko_lancuch-51 oczko_lancuch-50 oczko_lancuch-49 oczko_lancuch-48 oczko_lancuch-47 oczko_lancuch-75 oczko_lancuch-74 oczko_lancuch-73 oczko_lancuch-72 oczko_lancuch-71 oczko_lancuch-70 oczko_lancuch-69 Część1^szekla_nowa-1 szekla_nowa-1 oczko_lancuch-9 oczko_lancuch-8 oczko_lancuch-7 oczko_lancuch-6 oczko_lancuch-5 oczko_lancuch-4 oczko_lancuch-3 oczko_lancuch-2 oczko_lancuch-1 oczko_lancuch-18 oczko_lancuch-17 oczko_lancuch-16 oczko_lancuch-15 oczko_lancuch-14 oczko_lancuch-13 oczko_lancuch-12 oczko_lancuch-11 oczko_lancuch-10 Body_1 oczko_mocowanie-1 996106-1 oczko_mocowanie-2 oczko_mocowanie-3 srodek_zawieisa-1 zawiesie_standard-cz.1-1 oczko_mocowanie-4 koncowka_zawiesia-1 lancuch_d łacuch_koncowka_szekla-1 lancuch_rozgalezienie_plas łacuch_koncowka_szekla-2 3DGeom~484 3DGeom~457 3DGeom~221 3DGeom~151 3DGeom~123 3DGeom~413 3DGeom~400 ługi_plaskie-3 ługi_plaskie-4 kie-3 kie-4
1
Body_1 3DGeom~765
7022
Existing building
Siedzisko_plaskie_R1_zloz 996138-2 996138-1
7022
A
Body_1 oczko_mocowanie-1 996106-1 srodek_zawieisa-1 zawiesie_standard-cz.1-1 oczko_mocowanie-2 koncowka_zawiesia-1 lancuch_d oczko_mocowanie-4 oczko_mocowanie-3 łacuch_koncowka_szekla-1 Copy 054103-1 lancuch_rozgalezienie_plas oczko_lancuch-75 oczko_lancuch-74 oczko_lancuch-73 oczko_lancuch-72 oczko_lancuch-71 oczko_lancuch-70 oczko_lancuch-69 oczko_lancuch-68 oczko_lancuch-67 oczko_lancuch-66 oczko_lancuch-60 oczko_lancuch-59 oczko_lancuch-58 oczko_lancuch-57 oczko_lancuch-56 oczko_lancuch-55 oczko_lancuch-54 oczko_lancuch-53 oczko_lancuch-52 oczko_lancuch-51 oczko_lancuch-50 oczko_lancuch-49 oczko_lancuch-48 oczko_lancuch-47 oczko_lancuch-46 oczko_lancuch-45 oczko_lancuch-44 oczko_lancuch-43 oczko_lancuch-42 oczko_lancuch-41 oczko_lancuch-40 oczko_lancuch-39 oczko_lancuch-38 oczko_lancuch-37 oczko_lancuch-36 oczko_lancuch-35 oczko_lancuch-34 oczko_lancuch-33 oczko_lancuch-32 oczko_lancuch-31 oczko_lancuch-30 oczko_lancuch-29 oczko_lancuch-28 oczko_lancuch-27 oczko_lancuch-26 oczko_lancuch-25 oczko_lancuch-24 oczko_lancuch-23 oczko_lancuch-22 oczko_lancuch-21 oczko_lancuch-20 oczko_lancuch-19 oczko_lancuch-18 oczko_lancuch-17 oczko_lancuch-16 oczko_lancuch-15 oczko_lancuch-14 oczko_lancuch-13 oczko_lancuch-12 oczko_lancuch-11 oczko_lancuch-10 oczko_lancuch-9 oczko_lancuch-8 oczko_lancuch-7 oczko_lancuch-6 oczko_lancuch-5 oczko_lancuch-4 oczko_lancuch-3 oczko_lancuch-2 oczko_lancuch-1 Część1^szekla_nowa-1 szekla_nowa-1 łacuch_koncowka_szekla-2 3DGeom~123 3DGeom~151 3DGeom~221 3DGeom~89 3DGeom~38 3DGeom~369 3DGeom~936 3DGeom~294 3DGeom~457 3DGeom~484 3DGeom~400 3DGeom~413 of 05-A-P^052113-1 ługi_plaskie-3 ługi_plaskie-4 kie-3 kie-4
D 5228
7022 building line
EFR No: 5753
20179
7022
Re
ss
ce
rth
No
Where ground floor can include retail, restaurant and the clinic for the community around the site. From first floor is where am having housing/renting apartment for the residents were first floor is a sharing between two family, second floor is a family with a mother around and with the third floor it is a bachelor room. Ac
the spaces that I want to bring to these particular area is when focusing more on bringing more people around the site. So when I looked on the nature around the site, I wanted to bring more developed system of the nature which has to do with landscaping. Which is going to restructure and find a way on how it can be more accessible from different side and not only by Vred Street. Because the vred road connect on a road from fietas to the main road it can also be used as a pickup point for the buses in order to accommodate people around the site which is going to lead the road to be used so I decided the can be implementation of the lights to be used along the road. For the site that I’m using I want to bring a parking area on the outside or do a semi- basement on the building I want to bring and implement so that there can be more shadows in the area. 7022
02strive the streets
7022
13m Boundary Line
General n
EFR No: 360/53
13m Boundary Line
110 soil pipe to the municipal mh
Existing building -All drawings are the and may not be use their expressed perm -All requirements of concerned have to carried out in accor Regulations. -Contractors and su dimensions and leve with work. All dimensions to be reported to the arch -All footings to be in Building Regulation specifications.
H Existing tree
Ie
Existing building BRICKWORK: All n every 4 courses. -Use only well fired compressive streng Use only Ordinary P cement will be allow used. Stepped DPC on wall at 960mm. -All brickwork to be
PROPOSED NEW BUILDING WATERPROOFING: derbigum torch-on waterproofing membrane, with finished with two coats bituminous aluminium paint onto 350mm reinforced concrete slab installed by specialist
DRAINAGE: All plum installation of sanita with NBR. -All sewer/ downpip with access hatch. RE and IE to be fitte exiting building und bends and junctions -All vent pipes to be
CONCRETE ROOF engineers specificat screed laid to fall. -One layer 4mm De membrane fully bon sand/cement at min
C
ie
EFR No: 359/53
Existing tree
600mm high 300mm thick off shutter reinforced concrete planter box with 800mm along side for sitting
+ new tree
ie
110mm soil pipe to the municipal mh
PROPOSED NEW BUS STOP
bench for sitting bench for sitting
bench for sitting 500mm high round concrete planter with 6mm bitumen torch-on root membrane
Round concrete ballord
Body_1 3DGeom~63
Lin e
EFR No: 5653
Existing parking
Existing building PROJECT
D course
Wo
Existing building TITLE
BATD
CLIENT
Gro
DRAWN BY
SCALE (@ A1)
DRAWING NUMBER
1 : 200
General notes
-All drawings are the copyright of the architect and may not be used in whole or in part withou their expressed permission in writing. -All requirements of municipal and other author concerned have to be adhered to. All work to b carried out in accordance with the National Bui Regulations. -Contractors and sub-contractors to check all dimensions and levels on site before commenc with work. All dimensions to be checked on site and chang reported to the architect. -All footings to be in accordance with the Nation Building Regulations or engineer's details and specifications.
110mm soil pipe to the municipal mainhole
9
1 A105
WC
WC
COFFESHOP
DUCT concrete stones
138 m² ceramic tiles
WB
MALE ABLUTIONS
DOOR4 TYPED
STORAGE 86 m² Epoxy
DOOR9 TYPEA
3mm laminated glass with charcoal powder coated Aluminium frame
DOOR11 TYPEC
DISABLED
4704
LIFT Installed for manufactures specification
3474
6mm laminated safety glass with coated powder @Aluminium frame
35 m² DOOR7 TYPED ceramic tiles
ABLUTIONS
WC
W
W W
W
WB
WB
position of washers
LAUNDRY 31 m² ceramic tiles
300mmx300mm concrete square column to engineering spec
DOOR9 TYPEC
6113
300mmx300mm concrete square column to engineering spec
STAIR NOTE: Reinforced concrete staircase RISER: 170mm TREAD: 280mm 13 14 15 16 17 18 19 20 21 22 23
RECEPTION 19 m² ceramic tiles
OFFICE1
57 m² ceramic tiles
OFFICE2 25 m² ceramic tiles
01515
DOOR2 TYPED
WB
WC
DOOR3 TYPED
WB
4815
600mm high 300mm thick off shutter reinforced concrete planter box with 800mm along side for sitting
600mm high 300mm thick off shutter reinforced concrete planter box with 800mm along side for sitting
600mm high 300mm thick off shutter reinforced concrete planter box with 800mm along side for sitting
4115
10675
ie
duct
SALON
92 m² ceramic tiles
4200
5355 500mm high round concrete planter with 6mm bitumen torch-on root membrane
G
25351 DOOR7 TYPEA
300mmx300mm concrete square column to engineering spec
300mmx300mm concrete square column to engineering spec
3
910 5270
22475 36 m² ceramic tiles
600mm high 300mm thick off shutter reinforced concrete planter box with 800mm along side for sitting
300mmx300mm concrete square column to engineering spec
7022
DOOR:1 TYPE:D
CONSULTING ROOM2
WB
WC
138 m² carpet
255
7022
DUCT concrete stones
3mm laminated glass with charcoal powder coated Aluminium frame
GYM
duct
DOOR8 TYPEA
DOOR7 TYPEC
WB
29 m² ceramic tiles
4
ie
7022
44 m²
Room
6mm laminated safety glass with coated powder @Aluminium frame
300mmx300mm concrete square column to engineering spec
11750
2
3306
500mm high round concrete planter with 6mm bitumen torch-on root membrane
2028 1360 2028
5415 1810
CONSULTING ROOM1
DOOR6 TYPEC
7840 9830
500mm high round concrete planter with 6mm bitumen torch-on root membrane
re
DOOR5 TYPEC
7022
500mm high round concrete planter with 6mm bitumen torch-on root membrane
10580
4230
7022
DOOR3 TYPEC
500mm high round concrete planter with 6mm bitumen torch-on root membrane
DOOR2 TYPEA
66 m² Polished screed
DOOR4 TYPEC
F
UP
12 11 10 9 8 7 6 5 4 3 2 1
DOOR2 TYPEC
PASSAGE
E
85mm high step
11750
1
6mm laminated safety glass with coated powder @Aluminium frame
85mm high step
7022
DOOR1 TYPEA
2715
2800
3655
7585
D
7124 1810
38510
2530
CONCRETE ROOF: Reinforced concrete slabs engineers specification and detail with foam cem screed laid to fall. -One layer 4mm Derbigum sp torch-on fusion ro membrane fully bonded to smooth trowelled an sand/cement at min 1:40 fall to rainwater outlet
position of dryers
6466
DOOR2 TYPEB 300mmx300mm concrete square column to engineering spec
WB
DRAINAGE: All plumbing and drainage work an installation of sanitary fittings to be in accordanc with NBR. -All sewer/ downpipes to be concealed in acces with access hatch. RE and IE to be fitted before and after entering exiting building underground. Inspection eye's bends and junctions suitably marked at ground -All vent pipes to be 900mm min above finished
D
716 m² Polished screed
WB
DOOR8 TYPED FEMALE
W
4295
WC TOILET
WALKWAY
DOOR5 TYPEA
DOOR9 TYPED
DOOR10 TYPEC
12 m² WB
2535
WC
DOOR10 TYPED
7022
WC
WC
13599
DOOR5 TYPED
7022
DOOR6 TYPED
BRICKWORK: All new brickwork to have brickfo every 4 courses. -Use only well fired clay bricks with minimum compressive strength of 14mPA to SABS stand Use only Ordinary Portland Cement, no blast fu cement will be allowed. 1:4 cement - mortar mix used. Stepped DPC on mortar filletprovide wee on wall at 960mm. -All brickwork to be in accordance with SABS 1
7022
4615
WB
D
DOOR10 TYPEA
247 m² ceramic tiles
300mmx300mm concrete square column to engineering spec
10
9
WB
RETAILSPACE
910 1881
ie
W W
4470 20830
6mm laminated safety glass with coated powder @Aluminium frame
30 m² ceramic tiles
4800
6646
W
7022
ie
21 m² ceramic tiles
DOOR1 TYPEC
5906
2300 10165 Re
duct
RECEPTION
LIFT Installed for manufactures specification
5625
910
WB
STAIR NOTE: Steel staircase RISER: 170mm TREAD: 280mm
7022
duct
4000
10070
D
DN
7
15 16 17 18 19 20 21 22 23 24 25 26 27 28
8340
300mmx300mm concrete square column to engineering spec
ie
7524
D
B
UP
19375
18810
duct 300mmx300mm concrete square column to engineering spec
duct
7599
D
2300 12080
163 m² Non slip tiles
6300
7502
7610
7022
7610
14 13 12 11 10 9 8 7 6 5 4 3 2 1
7500
ie
6
OUTDOORSEATING
C
1810
ie
duct
79251
10
1524
17900 1810 2200
ie
300mmx300mm concrete square column to engineering spec
2
7640
H
8
1355
4945
28410
Re
A
A2
7573
7
1300
11930
Re
ie
7588
A3
6
5700
4085
ie
1
8397
5
1355
7603
4
1524
3
1300
2
14510
1
500mm high round concrete planter with 6mm bitumen torch-on root membrane
500mm high round concrete planter with 6mm bitumen torch-on root membrane
500mm high round concrete planter with 6mm bitumen torch-on root membrane
8946
3mm laminated glass with charcoal powder coated Aluminium frame
8 m²
epoxy
re
175mm high step
175mm high step
DOOR4 TYPEA
ie
re
ie
1709
5100
ELECTRIC DUCT
17690
10895
110mm soilpipe to the municipal mh
3mm laminated glass
0 with charcoal powder
coated Aluminium frame
PROJECT
Working Drawings cousre
DN
BATD construction and technology TITLE 6 A101
Ground floor
CLIENT
rth
No
GROUND FLOOR PLAN
SCALE: 1;100
DRAWN BY Mufamadi Khathutshelo
student no
SCALE ( @A0 )
DATE
1 : 100
DRAWNING NUMBER
20
2811
5311
2907
19670
2425
85
2
29 m² Ceramic tiles
BEDROOM4
300mmx300mm concrete square column to engineering 910 spec
11555
4800 4800
3535
97
3185 5370
101
1955
BEDROOM7
6
8
10
7100
8900
DOOR:2 TYPE:G
5005
1755
3 A105
BEDROOM12
1591
43 m² Carpet
12
4
LIVINGROOM
KITCHEN5
KITCHEN6
48 m² Ceramic tiles
23 m² Ceramic tiles
KITCHEN4 35 m² Ceramic tiles
WB
112
11
9
28 m² Ceramic tiles
107
3mm laminated glass with charcoal powder coated Aluminium frame
111
2501
27 m²
25 m² Carpet
BEDROOM8
WC
WC
180
LIVINGROOM
BEDROOM9
7
36 m² Ceramic tiles
WB
33 m² Carpet
5
KITCHEN3
BATHROOM Ceramic tiles
BEDROOM11
3
28 m² Ceramic tiles
BATHROOM Ceramic tiles
3244
178
LIVINGROOM
24 m² Carpet
BEDROOM6
WB
103
29 m²
30 m²
25 m² Carpet
37 m² Ceramic tiles
8188 3567
630 5906 1900
LIFT Installed for manufactures specification
WC
179
WC
33 m² Ceramic tiles
BEDROOM10 29 m² Ceramic tiles
DOOR6 TYPEG
DOOR5 TYPEG 300mmx300mm concrete square column to engineering spec
511 m² Polished screed
910 5386
10047 5430
910 5695
9905 5120
910 5695
9905 WALKWAY 5120
910 5695
4764
7365
C
5586
A2
WB
1900
320
DOOR1 TYPEG LIFT Installed for manufactures specification
2
2100 177
BEDROOM5
KITCHEN2
27 m² Ceramic tiles
BATHROOM Ceramic tiles
LIVINGROOM
28 m² Carpet
23 m² Carpet
KITCHEN1
50 m² Ceramic tiles
2790 5120
95
176
BEDROOM3
STAIR NOTE: Steel staircase RISER: 170mm TREAD: 280mm
WB
91
2351
5120
LIVINGROOM 2000 350 2000
LIVINGROOM
2769
89
175
43 m² Carpet
1
4310
5005
BATHROOM Ceramic tiles
BATHROOM Ceramic tiles
7022
BEDROOM2
1587
Carpet
1810
2465
WB
3mm laminated glass with charcoal powder coated Aluminium frame
5070
2100
37 m²
BATHROOM Ceramic tiles
5664 WB
WC
WC
7022
WB
114
BEDROOM1
B
4800
5221
WB
3mm laminated glass with charcoal powder coated Aluminium frame
2215
4251
910
11300 7784
7216 7022
DOOR1 TYPED
WC
WC
2186
3177
WB
3mm laminated glass with charcoal powder coated Aluminium frame
WC
WC
2575
WC
1110
2746
WB
3mm laminated glass with charcoal powder coated Aluminium frame
300mmx300mm concrete square column to engineering spec
3945
3700
3mm laminated glass with charcoal powder coated Aluminium frame
BATHROOM Ceramic tiles
WC
WB
3747
300mmx300mm concrete square column to engineering spec
3945
BATHROOM Ceramic tiles
3945
A
2577
300mmx300mm concrete square column to engineering spec
96 6571
910
3010
910
2414
910 1060 910
7026
2530
5444
5446
12255
910
7493
910
10033
910 1390 910
12916
10070
7524
7599 5370
5695
5120
5695
Gen
H
10
9
A105
7502
7500
78850
5120
5695
5005
4800
1360
3620
910
3137
910
2828
2050
7640
7573
7588
1 A3
7100
2907
5848
290
3945
8397
7603
290
1
8
7
6
5
4
3
2
1
320
STAIR NOTE: Reinforced concrete staircase RISER: 170mm TREAD: 280mm
4343 2490
6mm laminated safety glass with coated powder @Aluminium frame
KITCHEN7 19 m² Ceramic tiles
13
WB
110
14
BEDROOM14
LIVINGROOM
29595
910 1732
WC
BATHROOM Ceramic tiles
34 m² Ceramic tiles
38 m² Carpet
910 1332 1360 1200 1360
300mmx300mm concrete square column to engineering spec
7022
1935 4562 4342
DOOR8 TYPEG
BEDROOM15 35 m² Carpet
WB
BATHROOM Ceramic tiles
KITCHEN8
115
22 m² Ceramic tiles
15
2670
1890
CONCRE engineers screed laid -One laye membrane sand/cem
7022
910
3839
29 m² Carpet
WC
F
DRAINAG installation with NBR. -All sewer with acce RE and IE exiting bu bends and -All vent p
BEDROOM13
WB
BATHROOM Ceramic tiles 109 WC
E
BRICKWO every 4 c -Use only compress Use only cement wi used. Step on wall at -All brickw
44123
2566
DOOR7 TYPEG
D
-All drawin and may their expre -All require concerne carried ou Regulatio -Contracto dimension with work. All dimens reported to -All footing Building R specificati
rth
No
G
SECOND FLOOR PLAN
16
116
BEDROOM16
LIVINGROOM
46 m² Carpet
2959
SCALE: 1;100
35 m² Ceramic tiles
2
3
4
5
6
7
8
300
17254
300
1
300mmx300mm concrete square column to engineering
3470
4280
10104
300 spec
4525
1810
6600
1360
7022
1563 910
WB
2901000 1360
5663
WC
BATHROOM Ceramic tiles
9
10
H
200mm concrete reinforced slab Top 16500 Parapet
ROOF NOTE: 350mm thick reinforced concrete slab with cement screed to fall @ 1:40 to 150mm fullbore outlets
15000 Lift offshutter concrete
Roof
WATERPROOFING: derbigum torch-on waterproofing membrane, with finished with two coats bituminous aluminium paint onto 350mm reinforced concrete slab installed by specialist
450mmx300mm reinforced concrete beam to engineers specification
187
13500
Third floor
186
Second
144
91 m²
94 m²
143
carpet
carpet
BEDROOM5
142
LIFT Installed for manufactures specification
74
10mmx10mm thick charcoal powder coated perforated aluminium screen panel
105
450mmx300mm reinforced concrete beam to engineers specification
116
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
115 m²
154
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
carpet 50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
849
450mmx300mm reinforced concrete beam to engineers specification
BEDROOM4
104
BEDROOM3
polished screed
BALCONY polished screed
3400
10500
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab
111
3070
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
DOOR1 TYPEG
BEDROOM4 27 m² carpet
4
KITCHEN2 37 m²
85tiles ceramic
89
BEDROOM6 28 m² carpet
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab
KITCHEN3 36 m²
6
91 tiles ceramic
55
95 BEDROOM8 28 m²
carpet
DOOR5 TYPEG
57
STAIR NOTE: Reinforced concrete staircase RISER: 170mm TREAD: 280mm
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
PROJEC
75
DOOR6 TYPEG
carpet
10mmx10mm thick charcoal powder coated perforated aluminium screen panel
7000 450mmx300mm reinforced concrete beam to engineers specification 3525
450mmx300mm reinforced concrete beam to engineers specification
polished screed
57
LIVINGROOM 165
33 m²
ceramic tiles
18
2019
KITCHEN 25 m²
ceramic tiles
166
LIVINGROOM 35 m² 167ceramic tiles
450mmx300mm reinforced concrete beam to engineers specification
5
KITCHEN
LIVINGROOM
ceramic tiles
ceramic tiles
68
24 m²
168
450mmx300mm reinforced concrete beam to engineers specification
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
16
36 m²
17
44
18
41
40
255mm thick reinforced concrete slab 10mpa to engineers specification
cousre
First floor 3600
255mm thick reinforced concrete slab 10mpa to engineers specification
LIFT Installed for manufactures specification 1915
0 110mm protective NFP clay brick leaf with 10mm motar joints
350mm reinforced concrete retaining wall to engineers specification with waterproof tanking system and 110mm protective brick skin layer to detail
selected crushed stone backfill, well compacted in layers of 150mm Basement -3700
WALKWAY 716 m²
polished screed
DOOR5 TYPEA
STAIR NOTE: Steel staircase RISER: 170mm TREAD: 280mm
RETAILSPACE 6 247 m²
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
7
DOOR10 TYPEA
ceramic tiles
STORAGE 86 m²
6mm laminated safety glass with coated powder @Aluminium frame
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab
6mm laminated safety glass with coated powder @Aluminium frame
DOOR4 TYPED
Epoxy
DOOR9 TYPEC
350mmx350mm rinforced concretecolumn to engineers specification
450mmx300mm reinforced concrete beam to engineers specification 170mm thick reinforced concrete surface bed at 10mpa after 28dyas onto the earth
3331 m²
110mm kaypipe geopipe system with fall of 1:300 to be installed according to manufactures specification
cement screed
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
SECTION A-A
SCALE: 1:100
BASEMENT PARKING
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
350mmx350mm rinforced concretecolumn to engineers specification
350mmx350mm rinforced concretecolumn to engineers specification
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
CLIENT
450mmx300mm reinforced concrete beam to engineers specification
450mmx300mm reinforced concrete beam to engineers specification
350mmx350mm rinforced concretecolumn to engineers specification
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
TITLE
165mm sand sub-base on 170mm reinforced concrete surface bed
7030
Ground floor
DOOR1 TYPEC
350mm reinforced concrete retaining wall to engineers specification with waterproof tanking system and 110mm protective brick skin layer to detail
110mm protective NFP clay brick leaf with 10mm motar joints selected crushed stone backfill, well compacted in layers of 150mm
110mm kaypipe geopipe system with fall of 1:300 to be installed according to manufactures specification 1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
DRAWN B Mufa
SCALE ( @
1 : 100
DRAWNIN
B
A
Parapet 15000
WATERPROOFING: derbigum torch-on waterproofing membrane, with finished with two coats bituminous aluminium paint onto 350mm reinforced concrete slab installed by specialist
516
ROOF NOTE: 350mm thick reinforced concrete slab with cement screed to fall @ 1:45 to 150mm fullbore outlets
Roof 13500
1:45
expanded polysterene(eps) insulation board 100mm thick with a density of 16kg/m3 700
450mmx300mm reinforced concrete beam to engineers specification
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
2
BEDROOM2 75 m²
2145
DOOR1 TYPED
3090
carpet
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
BALCONY polished screed
880
Third floor
22525
95
10500
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab 450mmx300mm reinforced concrete beam to engineers specification
1135
1489
255mm thick reinforced concrete slab 10mpa to engineers specification
BEDROOM2 43 m²
DOOR1 TYPED
3175 250
95
7000
scale: 1;20
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
BALCONY polished screed
880
Second floor
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab 450mmx300mm reinforced concrete beam to engineers specification
1110
1556
255mm thick reinforced concrete slab 10mpa to engineers specification
BEDROOM2 42 m²
carpet
3525
3275
41
DOOR1 TYPED
2165
expanded polysterene(eps) insulation board 100mm thick with a density of 16kg/m3 1000mm high, 3mmthick curved perforated powder-coated aluminium sheet metal balustrate
BALCONY polished screed
880
First floor
10mm laminated safety glass purpose made window with charcoal powder coated aluminium mullions, installed to manufactures specifications
50mmx50mm powder-coated aluminium square hollow tube post fixed to reinforced concrete slab
250
95
3600
1374
450mmx300mm reinforced concrete beam to engineers specification
OUTDOORSEATING 163 m²
3627
polished screed
350mmx350mm rinforced concretecolumn to engineers specification 3493
perimeter section
1
2040
3400
carpet
cement screed at a fall of 1:60
200mmx100mmx50mm concrete sobble paving on 165mm sand sub-base 165mm sand sub-base on 170mm reinforced concrete surface bed
Ground floor 0
450mmx450mm reinforced concrete beam to engineers specification 110mm protective NFP clay brick leaf with 10mm motar joints 350mm reinforced concrete retaining wall to engineers specification with waterproof tanking system and 110mm protective brick skin layer to detail
BASEMENT PARKING 3331 m²
3403
cement screed
selected crushed stone backfill, well compacted in layers of 150mm Kaytech flo-drain pre manufactured sub-soil drainage system to be installed according to manufactures specification 170mm thick reinforced concrete surface bed at 10mpa after 28dyas onto the earth
Basement
110mm kaypipe geopipe system with fall of 1:300 to be installed according to manufactures specification
-3700
1100mmx600mm reinforced concrete pile foundation to engineers specification and detail
Derbigum cg3 and cg4 torch of waterproof membrane between concrete wall and protective brick skin layer
B
BOUNDARY
A
+
+
NEW TREES
1
8680
2
8530
29583
7751
8400
3
4
8545
NEW TREES
8500
5
2945
6
7
8
4013
G F
600mmx600m floor drain with asphalt to a fall of 1:40 drain
600mmx600m floor drain with asphalt to a fall of 1:40 drain
600mmx600m floor drain with asphalt to a fall of 1:40 drain
sitting with wood bench
1:40
ROOF NOTE: 255mm reinforced concrete slab to fall @ 1:40
1:40
1:40
8387
600mmx600m floor drain with asphalt to a fall of 1:40 drain
D va
1:40
1:40
1:40
1:40
1:40
8400
y
lle
y
8359
+
IE
RE
ROOF NOTE: 255mm reinforced concrete slab to fall @ 1:40 6790
13135
21150
+
7700
NEW TREES
lle
C
B
va
the locatio of the project is at johannesburg parktown. aim for this project is to combine everyday activities for students in order for them to meet at one space. the principle of synthetic pursuit is the creation of the building which is intergrated with the natural and built environment of the accomodation, whic responds to the specific requirements of the students and the surroundings.
ROOF NOTE: 255mm reinforced concrete slab to fall @ 1:40
va
y
lle
03student accomodation
PROPOSED NEW BUILDING
5900mmx5190mm flat concrete slab of light shaft off shutter
600mmx600m floor drain with asphalt to a fall of 1:40 drain
+
600mmx600m floor drain with asphalt to a fall of 1:40 drain
600mmx600m floor drain with asphalt to a fall of 1:40 drain
+ RAMP WITH A FALL OF 1:2
ACCESS
32593
A
+
NEW TREES
110mm uPVC SOIL PIPE TO THE MAINHOLE
D
+ NEW TREES
SITE PLAN SCALE; 1:200
BOUNDARY
ACCESS
C
---
1
400 230 500
2500
2500
7751
2500
3
815
4
8277
8680
5
8518
8530
6
8610
8400
6550 400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil 8500 pipe inbetween with 110 brickwork
8545
74685
8
230 400 480 2945
400
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
2830
7385
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
G 400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil pipe inbetween with 110 brickwork
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
4013
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
ø 600
F
ø 600 2
3
ø 600 4
5
6
7
8
17 m²
ø 600
8387
10
11
12
14
15
16
17
18
19
20
21
22
23
ø 600
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
SUMP ROOM 12 m²
24
ø 600
8100 8400
ø 600
305mmx250mmx97 steel beam acc. to engineers specification
305mmx250mmx97 steel beam acc. to engineers specification
BASEMENT PARKING
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
ø 600 600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
CEMENT SCREED 1933m2
38089
B
1600
42 m²
38
37
ø 600
5354
Disabled parking 2
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
2500
2500
3349
ø 600
2500
1018
593
1600
39
ø 600
2500
2500
3510
45
STAIR NOTE: TREAD : 255MM 18 RISER OF 190MM
350mm concrete wall which act as a shear wall
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
6650
ø 600
4685
7385 7700
42
6300
36
ø 600
44
34
1 2 3 4 5 6 7 8 9
43
33
UP
LANDING
ø 600
2500
32
GENERATOR ROOM
Disabled parking 1
2500
31
18 17 16 15 14 13 12 11 10
2000
30
28
ø 600
1499
ø 600
4874
27
ø 600
35
4324 600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
1 2 3 4 5 6 7 8 9
400 1050
service lift
UP
29 8359
400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil pipe inbetween with 110 brickwork
26
4235
25
1965
18 17 16 15 14 13 12 11 10
4617
C
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
345 1600 288
ø 600
46
FIRE STAIRS USES A POLISHED SCREED
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
41
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
40
MONOBLOCK POLYMER CONCRETE DRAINAGE SYSTEM WITH 12mm THICK MENTIES GRID SHEET
A 400
400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil pipe inbetween with 110 brickwork
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
500mm wide storm water drain
Pedestrian walkway paving
ramp slope 1:12
-
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
ø 600
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
305mmx250mmx97 steel beam acc. to engineers specification
---
ø 600
49
ø 600
47
D
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
48
4500
50
13
600mmx600mm FLOOR DRAIN WITH ASPHALT TO FALL OF 1:40 TO DRAIN
ø 600
9
4187
1
STORAGE TANKS
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
7500 9000
BASEMENT SCALE; 1:100
1500
600mm reinforced concrete connected to 305mmx305mmx97mm steel I section column starting from the ground floor level
400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil pipe inbetween with 110 brickwork
400mm reinforced concrete retaining wall with waterproof tanking system and 11omm soil pipe inbetween with 110 brickwork
1
2
3
8680
4
8530
5
8400
6
8545
7
8500
8
2945
G -
7751 4013
---
11893
45925
15900
11469
305
3114
4465
2572
3745
1360
1900
1360
5625
1133
9313
8416
347
8416
347
F 25 3°
305mmx305mmx97mm i steel section column to engineers spec
.1
28 8387
10
3592 SERIRCE LIFT
1543
1888
305mmx305mmx97mm i steel section column to engineers spec
2373
48 m² ceremic tiles
8359 2925 2925
345
12mm thick toughned laminated safety glass in a curtain wall system
wc
Stair note: riser@ 177mm treads@255 width@ 1200
wc
wc 4534
position of dryers position of washers
W W W W 18
URL URL
664
wc
IE
2935
2655
10573
2992
2942
9846
1000393
3586
1132
stair note: tread: 255mm 18 riser of 190mm concrete stair
1000mm high balustarde to SANS part M
wc
wc
wc
RE
12mm thick toughned laminated safety glass in a curtain wall system
13
3544
1359
18 17 16 15 14 13 12 11 10
2289
3227
1 2 3 4 5 6 7 8 9
14
305mmx305mmx97mm i steel section column to engineers spec
LANDING
110mm uPVC SOIL PIPE TO THE MAINHOLE
1124
6035
3866
6305 2301197
2388
345
3158 3227
15050
1880
24 CEREMIC TILES 858 948 929
30
45580
SCALE; 1:50
WB
WB
FEMALE ABULUTION
15
5653
GROUND FLOOR
W
305mmx305mmx97mm i steel section column to engineers spec
W W W
5998
B
1450
URL
LAUNDRY ROOM
700
LANDING
WB
3085
4628
D D 1 2 3 4 5 6 7 8 9
WB
CEREMIC TILES 935 960 935
W 2240 W
D
C
18 17 16 15 14 13 12 11 10
WB
MALE ABULUTIONS
D
23 m² carpet
WB
230mmx175mm interior brickwork wall
D
4228
CONTROL ROOM
21 15
203mmx175mmx25mm i steel section column to 2733 engineers spec 31 1105 292
12
101 m² cremic tiles
1 60min
5393
D
-
GAMING SPPACE
5515
1810 12365
1500
8400
2393
10 m² ceremic tiles
3515 2698
.35°
138
RECEPTION
FRZ
345 1535
131 27
2385
1810
DW DW DW7963
130
305mmx305mmx97mm i steel section column to engineers spec
FRZ
2900
POSITION OF FREEZER
2900
.65
18639
8350
19
FRZ
POSITION OF DISHWASHER
°
90
.0
0°
305mmx305mmx97mm i steel section column to engineers spec
20
4925 16
D
94 m² ceremic tiles
345
1810 8155
3533 345 345
2685 2685
KITCHEN AND DINING ROOM
29
108 m² carpet
1485
AUDITORIUM
6257
11823
1717
2
20
SINK
1923
3 m² ceremic tiles
26
20mm thick toughned laminated safety glass in a storefront curtain wall system
SINK
cold room
0,8mm thick toughned laminated safety glass
---
9
DUCT
76
General no
All drawings are the copy used in whole or in part w writing. All requirements of muni have to be adhered to. A with the National Building Contractors and sub-con levels on site before com All dimensions to be che the architect. All footings to be in acco Regulations or engineer' BRICKWORK
:All new brickwork to hav Use only well fired clay b strength of 14mPA to SA Portland Cement, no bla cement - mortar mix to b filletprovide weepholes o All brickwork to be in acc DRAINAGE
: All plumbing and draina fittings to be in accordan All sewer/ downpipes to access hatch. RE and IE to be fitted be building underground. In junctions suitably marked All vent pipes to be 900m CONCRETE ROOF: Rei specification and detail w One layer 4mm Derbigum membrane fully bonded sand/cement at min 1:40
1
2
I
3
4
5
6
7
8
PAREPET 7391
0
9039
8530
8400
8545
8960
2485
+13500 WATERPROOFING NOTE: ONE LAYER DERBIGUM SP-4 TORCH ON WATERPROOFING MEMBRANE, WITH 75MM SIDE LAPS AND 100MM END LAPS SEALED TO PRIMED SURFACE TO FALLS, FINISHED WITH TWO COATS BITUMINOUS ALUMINIUM PAINT ONTO 255MM REINFORCED CONCRETE SLAB INSTALLED BY SPECILIST
ROOF TOP
ROOF NOTE: 255MM REINFORCED CONCRETE SLAB WITH CEMENT SCREED TO FALL @1:40 TO 305MMX105MMX23 I SECTION BEAM
+12000 305MMX105MMX23MM I STEEL BEAM SECTION
305MMX105MMX23MM I STEEL BEAM SECTION
301
302
303
305
306
BEDROOM
BEDROOM
BEDROOM
BEDROOM
BEDROOM
9m2
9m2
9m2
9m2
9m2
9m2
307
308
309
310
BEDROOM
311
9m2
373
BEDROOM
313
314
BEDROOM
BEDROOM
9m2
9m2
9m2
U140
3054
BEDROOM
THIRD FLOOR
+9000
305MMX105MMX23MM I STEEL BEAM SECTION
305MMX105MMX23MM I STEEL BEAM SECTION
BEDROOM
BEDROOM 9m2
202
BEDROOM
BEDROOM
9m2
203
BEDROOM
9m2
9m2
90
205
BEDROOM
BEDROOM
9m2
207
208
BEDROOM
BEDROOM
9m2
206
210
U138
211
BEDROOM
9m2
9m2
209
212
9m2
213
214 3088
9m2
201
2880
220MM FACEBRICK WITH A VOID OF 10MM VOID FOR CAVITY
SECOND FLOOR
2 A106
+6000
305MMX105MMX23MM I STEEL BEAM SECTION
305MMX105MMX23MM I STEEL BEAM SECTION
BEDROOM
BEDROOM
8 m²
8 m²
BEDROOM 8 m²
storage
BEDROOM
8 m²
8 m²
BEDROOM
BEDROOM
8 m²
8 m²
BEDROOM
BEDROOM
8 m²
BEDROOM
9 m²
8 m²
BEDROOM
BEDROOM
8 m²
8 m²
2
3
4
5
44
45
412
408
2513
1
2741
46 409
FIRST FLOOR
+3000 305MMX105MMX23MM I STEEL BEAM SECTION
9
258 m²
111 m²
107 m²
10 20
31
28
+0
305MMX105MMX23MM I STEEL BEAM SECTION
2805
AUDITORIUM
GROUND FLOOR
GAMING SPPACE
2990
KITCHEN AND DINING ROOM
19
3 A106 450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
BASEMENT
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
560
305MMX105MMX23MM I STEEL BEAM SECTION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION 540
-3800
1000
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
500
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED 1000 PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
500
PROJECT
LONGITUDINAL SECTION
TECHNI
SCALE:1;50
cousre
BATD co technolo TITLE
CLIENT
DRAWN BY Mufamadi Khathut SCALE ( @A0 )
1 : 50
DRAWNING NUMBER
PARAPET
2
O
+13500
ROOF NOTE: 255MM REINFORCED CONCRETE SLAB WITH CEMENT SCREED TO FALL @1:40 TO 305MMX105MMX23 I SECTION BEAM
ROOF TOP
+12000
WATERPROOFING NOTE: ONE LAYER DERBIGUM SP-4 TORCH ON WATERPROOFING MEMBRANE, WITH 75MM SIDE LAPS AND 100MM END LAPS SEALED TO PRIMED SURFACE TO FALLS, FINISHED WITH TWO COATS BITUMINOUS ALUMINIUM PAINT ONTO 255MM REINFORCED CONCRETE SLAB INSTALLED BY SPECILIST
1420
D
305MMX105MMX23MM I STEEL BEAM SECTION
10x100mm drip joint
220MM FACEBRICK WITH A VOID OF 10MM VOID FOR CAVITY
+9000 12MM THICK TOUGHNED LAMINATED SAFETY GLASS IN A CURTAIN WALL SYSTEM
90
305MMX105MMX23MM I STEEL BEAM SECTION
storage
18 R @ 170.0 mm
300
100MM THICK POLYSTERENE (PS) INSULATION BOARD WITH DENSITY OF 16KG/M3
8 m²
SECOND FLOOR
2760
ONE LAYER DERBIGUM SP-4 TORCH ON WATERPROOFING MEMBRANE, WITH 75MM SIDE LAPS AND 100MM END LAPS SEALED TO PRIMED SURFACE TO FALLS, FINISHED WITH TWO COATS BITUMINOUS ALUMINIUM PAINT ONTO 255MM REINFORCED CONCRETE SLAB INSTALLED BY SPECILIST
92
THIRD FLOOR
2760
150MM SAINT-GOBAIN DUCTILE IRON FULLBORE OUTLET CAST INTO CONCRETE SALB TO CONNECT TO STORM WATER
2990
300
18 R @ 170.0 mm
3157
305MMX105MMX23MM I STEEL BEAM SECTION
255MM REINFORCED CONCRETE SLAB WITH CEMENT SCREED TO FALL @1:40 TO 305MMX105MMX23 I SECTION BEAM
+6000
9 R @ 170 305MMX105MMX23MM I STEEL BEAM SECTION
255MM CONCRETE FLAT SLAB
305MMX105MMX23MM I STEEL BEAM SECTION TO ENGINEER SPEC
300mm Thickness
3033
300
18 R @ 170.0 mm 9 R @ 170
2760
FIRST FLOOR
+3000
305MMX105MMX23MM I STEEL BEAM SECTION
KITCHEN AND DINING ROOM
18 R @ 170.0 mm 2038
300
220MM FACEBRICK WITH A VOID OF 10MM VOID FOR CAVITY
305MMX105MMX23MM I STEEL BEAM SECTION
1200
2990
255MMX305MM97MM STEEL ANGLE PLATE CONNECTING CONCRETE SLAB WITH THE COLUMN
170
100MM THICK POLYSTERENE (PS) INSULATION BOARD WITH DENSITY OF 16KG/M3
258 m² brickwork wall
300
RAIL +0
305MMX105MMX23MM I STEEL BEAM SECTION TO ENGINEER SPEC
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
STEEL PLATE CONNECTING BEAMS WITH THREE BOLTS NUT
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
SUSPENDED CEILING CONNECTED TO 255MM CONCRETE SLAB
brickwork wall and concrete retaining wall
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
CORNICE SUPPORTING CEILING
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
CROSS SECTION SCALE:1;50
250MMX300MM REINFORCED CONCRETE BEAM SUPPORT TO ENGINEERS SPECIFICATION
7
220MM FACEBRICK WALL WITH 30MM VOID FOR CAVITY
edge detail
2
1:5
100MM THICK POLYSTERENE (PS) INSULATION BOARD WITH DENSITY OF 16KG/M3
12MM THICK TOUGHNED LAMINATED SAFETY GLASS IN A CURTAIN WALL SYSTEM
305MMX305MMX97MM I STEEL SECTION COLUMN TO ENGINEERS SPECIFICATION
5
FLAT PLATE USED TO CONNECT STEEL COLUMN WITH BRICKWORK IN EVERY 9 BRICKWORK COURSE
305MMX105MMX23MM I STEEL BEAM SECTION TO ENGINEER SPEC
305MMX305MMX97MM I STEEL SECTION COLUMN TO ENGINEERS SPECIFICATION
C
REINFORCED COCNRETE LINTEL
STEEL PLATE FOR CONNECTING TO COLUMNS
KITCHEN AND DINING ROOM 258 m²
20
15MMX50MM LENGTH TACK NAIL STEEL RIBER CONNECTING/JOINING THE STEEL COLUMN TOTHE CONCRETE SLAB AND CONCRETE COLUMN
255MM CONCRETE SLAB
300MMX300MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEER SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450MM REINFORCED CONCRETE COLUMN TO ENGINEER SPECIFICATION
85MM REINFORCED CONCRETE SURFACE BED AT 10MPA
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1
Section 2 1 : 50
3
SCALE; 1:20
305MMX105MMX23MM I STEEL BEAM SECTION
connection detail 1:5
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
450MMX450M REINFORECED CONCRETE COLUMN TO ENGINEERS SPECIFICATION
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
-3800
25MM FLOOR FINISH
PERIMETER SECTION
18 R @ 170.0 mm
BASEMENT
BASEMENT
SUSPENDED CEILING CONNECTED TO 255MM CONCRETE SLAB
305MMX105MMX23MM I STEEL BEAM SECTION TO ENGINEER SPEC
450MMX450MM REINFORCED CONCRETE BEAM TO ENGINEERS SPECIFICATION
300
250MM FLAT CONCRETE SLAB
2760
GROND FLOOR
2
column connection 1:5
1000MMX600MM REINFORCED PILE CAP FOUNDATION TO ENGINEERS SPECIFICATION AND DETAIL
04reunite westbury aim is to propose an urban district for convections, social and learning activities, event that will showcase a strong community bond within the locality of westbury. the two buildings a trainstation and an civic center they can act as landmark for the area as it accomodate everyone. where am corparating a recycling space as it was a dumping site, bring places for youth to learn and get to be discpline,an community meeting place and also programmes we were given which is library, auditorium, retail and offices.
DN
the trainstation is designed as a bridge for people to pas s were i ednded up connectig the trainstation and the civic center to act as one so they can compliment each other and function as one.
site plan scale: 1;200
londitudional section
GRound floor plan scale: 1;100
londitudional section
auditorium connected to outdoor sitting area, to the gallery spaces for people to display their artieffects or any kind of works as an artist
main building: -retail -offices -reasturant -coffe shop - youth learning space -community meeting hall
3d view of entrance
trainstation with some sitting area for resting
3d view of courtyard
neighbooring buildings library with a: -round skylight -ramps in the middle -cycle facade 3d view of auditorium with a facade that can close up
londitudional section
cross section
londitudional section