Design Portfolio by Aaron Kaira

PORTFOLIO DIRECTORY
STEEL CONSTRUCTION
1
TIMBER ROOF CONSTRUCTION
2
COUNCIL SUBMISSION
3
STAIRCASE CONSTRUCTION
4
FULL DOCUMENTATION
5

6
DCBA
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A B C D
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2
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4
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SECTION A-A
scale 1:100
540046005400
460046004600460046004600
15400
27600
1200120012001200
ROOF STRUCTURE PLAN
scale 1:100
1200 x 1200 x 300mm
concrete pad foundation
carpet on 25mm screed on
100mm r/c floor slab t.e.d
on approved 250 micron dpm
brickwork projecting half brick
from face of column
0.6mm ibr factory coated
galvanied cladding fixed to
125x50mm m/s ipe cladding rail
fixed to angles welded to 220 x
165mm ipe m/s h/r i section column
0.5mm IBR factory coated
galvanised roof sheeting
on foil insulation(alu bubble)
as specified on125x 75 mm IPE h/r
m/s purlins @ 1200 c.c.s with
galvanised m/s strawing wires
@600 c.c.s on 220 x 165mm IPE h/s m/s
i beam rafters at 4600 c.c.s
NORTH LIGHT
1000mm HIGH BALUSTRADE
0.5mm ibr factory coated
as specified on125x 75 mm ipe h/r
m/s purlins @ 1200 c.c.s with
galvanised m/s strawing wires
@600 c.c.s on 220 x 165mm ipe h/s m/s
i beam rafters at 4600 c.c.s
50x50x25mm ipe c/r m/s bracing
to engineers detaiL
m/s strawing wires @ 600 c.c.s
to engineers specifications
220 x 165 mm m/s h/r ipe i beam rafter at 4600 c.c.s
150 x 75mm ipe m/s c/r purlins at 1200 c.c.s
165 x 85 mm ipe h/r m/s i beam
rafters of the north light
114x38mm timber floor on
22mm sa pine plywood subflooring
on 38 x 38 brandering at 400 c.c.s
on 150x38mm sa pine timber
joists @200 mm fixed to i beam
c.c.s on 38x38mm brandering
@ 400 c.c.s on shutter board
ceiling plastered and painted
A
A
B
C
D
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A B C D
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DCBA
AARON KAIRA
DRAWN BY REV
A
PRIMARY STRUCTURE EXPLORATION
SECONDARY STRUCTURE EXPLORATION
TERTIARY STRUCTURE EXPLORATION
Portal frame factory coated steel
members at 4600mm c.c.s bolted to stab
column on pad foundation
I beam rafters at 4600mm c.c.s
galvanized to factory standards welded
to I beam sections with gussets
GUSSET
Gable column
Rafter bracing fixed to I beam rafters
from 1 portal frame to another in a
structural bay
vertiacal bracing welded to angles fixed
to I section rafters
Girt steel cladding rail bolted to I section
column at 1200mm c.c.s
I beam pulins on I section rafters fixed
with angles
Galvanized roof steel sheeting on foil
insulation on I beam purlins
Corrugated wall cladding fixed to
cladding rail
Brick walling to form lower closure on
building
DATE
14-04-2014
SCALE
1:100
STW3
DRAWING TITLE
SECTION,ROOF STRUCTION PLAN
AND 3D DRAWINGS
PROJECT TITLE
STEEL STRUCTURES
NOTES
NO. REVISION/ISSUE DATE
I beam section column on pad
foundation
I section on stab column
on stooling on pad foundation to
engineers specifications
1200120012001200
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT

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DCBA
AARON KAIRA
DRAWN BY REV
A
DATE
14-04-2014
SCALE
N.T.S
STW3
DRAWING TITLE
PART 1 BOTTOM SKYLIGHT DETAIL
PROJECT TITLE
STEEL STRUCTURES
NOTES
0.5mm corrugated poly carbon sheeting
skylight to engineers specifications fixed
to angles
50 X 50mm IPE mild steel,hot rolled
angles and 250mm c.c.s fixed to I beam
0.5 mm IBR factory coated galvanized
cill steel flashing and 0.5mm IBR factory
coated counter flashing overlapping
flashing fixed to galvanized steel roofing
and cladding rail
0.6mm IBR factory coated corrugated
galvanised cladding nailed to clad railing
@ 1200mm c.c.s
125x50mm ipe m/s c/r cladding rail
@1200 c.c.s fixed to 75x75 angles
welded to i beam
Box section 75x75mm mild steel hot
rolled IPE channels welded to form
beam section fixed to cladding rail and i
beam by angles
75mm Hardwoodtimber wedge on box
section
0.5mm factory coated IBR galvanised
corrugated roof sheeting on foil
insulation(alu bubble) on galvanized
purlin
220X165mm factory coated galvanized
IPE mild steel ,hot rolled, I beam rafter
@4600 c.c.s welded to I beam section
with gusset at corner junctions
PROCESS SKETCHES
BOTTOM SKYLIGHT DETAIL
0.6mm ibr factory coated galvanised wall
cladding nailed to cladding rail fixed to i
section beam
4mm foil insulation(alu bubble)as
specified on galvnised mild steel
strawing wires fixed at
@600 max c.c.s on I section purlins
165x 85mm IPE mild steel,hot rolled I
beam section welded to I beam rafter
@4600mm c.c.s to engineers
specifications
22mm shutterboard factory treated
drywall fixed to cladding rail and I beam
section
50 X 50mm IPE mild steel,hot rolled
angles and 250mm c.c.s fixed to I beam

STRIP SECTION 1
A
scale 1:20
114x38mm hardwood Sa pine
timber flooring nailed into
on 22 sa pine plywood subflooring
1200 x 1200 x 300mm in situ
concrete pad foundation engineers
specifications
330 x 350mm finished box for
push up roller shutter with guage slats
0.6mm IBR factory coated cold rolled,mild steel
galvanied steel sheet cladding fixed to
125x50mm m/s IPE cladding rail
galvanized roof sheeting
as specifeid
STRIP SECTION 2
scale 1:20
1
1200120012001200
1200115012533040
A
A
1
B
C
D
1
A
PLAN SECTION A-A
scale 1:20
PALN SECTION B-B
scale 1:20
PLAN SECTION C-C
scale 1:20
PLAN SECTION D-D
scale 1:20
1
A
1
125x 75 mm IPE H/R M/S factory
coated galvanized purlins @
1200 c.c.s fixed to I beam sections
and bolted to 75x75mm lip channels
A
galvanized roof sheeting
as specifeid
Strawing wires @ 600 c.c.s
fixed to c.c.s of purlins
Box gutter C/R factory coated
galvanised as specified fixed
to i beam sections
600 x 1000 mm concrete stud
column on foundation
220x165mm I beam column IPE
factory coated and galvanised Mild steel,
hot rolled bolted to base plate using
M16 bolts on concrete stud column
600mm concrete stooling
to engineers specification
150x38mm sa pine timber
c.c.s on 38x38mm brandering @ 400 c.c.s
on shutter board ceiling plastered and painted
280mm cavity wall brickwork projecting half brick
from face of column
Carpet to clients specification on 25 screed
on in situ concrete slab
1200 x 1200 x 300mm in situ
specifications
600mm concrete stooling
3mm window in 44mm aluminum
window frame fixed to channels
345mm Box gutter factory coated galvanized to specifications
on I beam section and fixed to channels
0.6mm corner counter flashing factory
coated and galvanized and fixed to gutter
and steel sheet roofing
125x50mm clad railing(girt) factory
coated and galvanized @1200 c.c.s
bolted to angle welded to I beam section
165x110mm I beam factory coated galvanized
to meet engineer standards fixed with angles and welded
to I section at FFL level
Gusset IPE factory coated and galvanized mild
steel welded to I section and I beam rafter
38x38mm hardwood timber brandering @450mm c.c.s
on timber joists
22mm plywood wall cladding fixed to channels
0.6mm IBR corner flashing factory coated
galvanized and nailed to roof sheeting
M16 bolts on base plate on grout
bolted to concrete stab
220x165mm I beam column IPE
factory coated and galvanised Mild steel,
hot rolled to engineers specifiactions
Gusset IPE factory coated and galvanized mild
steel welded to I section and I beam rafter
0.6mm IBR factory coated cold rolled,mild steel
galvanied steel sheet cladding fixed to
125x50mm m/s IPE cladding rail
timber flooring nailed into
on 22 sa pine plywood subflooring
3mm window in 44mm aluminum
window frame fixed to channels on
cill flashing
0.6mm IBR cill flashing and counter flashing
factory coated galvanized
0.6mm IBR corner flashing factory coated
galvanized and nailed to roof sheeting
165x110mm I beam factory coated
galvanized to meet engineer standards
fixed with angles and welded
to I section
150x38mm sa pine timber
c.c.s on 38x38mm brandering @ 400 c.c.s
on shutter board ceiling plastered and painted
38x38mm hardwood timber
brandering @400mm c.c.s
on timber joists
22mm plywood sub flooring
280mm cavity wall brickwork projecting half brick
from face of column
Butterfly wall tie and every 4 brick course
1200 x 1200 x 300mm in situ
specifications
125x50mm clad railing(girt) factory
coated and galvanized @1200 c.c.s
bolted to angle welded to I beam section
600 x 1000 mm concrete stud
column on foundation
Strawing wires @600mm c.c.s fixed to
I beam purlins
25mm screed on in situ 100mm
concrete slab to engineer specification
0.6mm IBR flashing factory
coated and galvanized nailed to
roof sheeting
220x165mm IPE I beam rafter mild
steel hot rolled factory coated
galvanized @4600mm c.c.s fixed to I section
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DCBA
AARON KAIRA
DRAWN BY REV
A
DATE
14-04-2014
SCALE
1:25
STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STEEL STRUCTURES
NOTES

AARON KAIRA
DRAWN BY REV
A
DATE
20-06-2014
SCALE
1:50
1:20 STW3
DRAWING TITLE
DETAIL SECTION,ROOF
STRUCTURE PLAN,DETAILS
PROJECT TITLE
TIMBER ROOF
PROCESS WORK NOTES
Timber roof structure to follow sans 10400 regulations. all to engineers detail.
Timber rafters 250 x 50mm @ 1200 c.c.s treated to standard
factory requirements at engineers detail
Timber purlins 75 x 50mm @ 1200 c.c.s treated to standard factory
requirements to meet engineers detail
K
A
8
7.5
B C D E F G H I J K L
1
2
3
4
5
6
7
8
A B C D E F G H I J L
1.5
7.5
1
2
3
4
5
6
7
1.5
1200 1200 1200
ROOF STRUCTURE PLAN
scale 1:50
A
A
120012001200 12001200 12001200 1200
22 x 100mm timber ceiling
boards fixed on timber
rafters and factory treated to
specifications
on rigid board foil insulation
as specified
50 x 75mm timber purlins
@1200 c.c.s fixed to
timber rafters
50 x 405mm timber box beam.
standard timber member -
50 x 75mm fixed to 22mm
OSB to form beam
8200
94 x 405mm prefabricated timber box beam.
standard timber members -
50 x 75mm timber fixed to 22mm
OSB to form beam
13200
50 x 150mm mild steel,
cold rolled hollow section
@2400 c.c.s intervals
fixed in between timber
rafters
M50 x 97mm timber purlin
cut from a 50 x 114 mm timber
member
SECTION A-A
0.5 mm IBR factory coated
galvanized steel sheeting on
50 x 75mm timber purlins on
rigid board insulation.
scale 1: 20
61 2 3 4 5 7 8
LIVING ROOM
7.51.5
9 10
REFER TO
DETAIL 1
REFER TO
DETAIL 2
REFER TO
DETAIL 3
225 x 50 mm timber rafters
@1200 c.c.s fixed through
97 x 405 mm prefabricated
timber box beam.
97 x 405mm timber box beam @600 c.cs on
150 x 50 mm hollow steel section
@2400mm c.c.s IPE factory coated
galvanized

AARON KAIRA
DRAWN BY REV
A
DATE
20-06-2014
SCALE
1:5
STW3
DRAWING TITLE
DETAIL SECTION,ROOF
STRUCTURE PLAN,DETAILS
PROJECT TITLE
TIMBER ROOF
NOTES
Timber roof structure to follow sans 10400 regulations. all to engineers detail.
Timber rafters 250 x 50mm @ 1200 c.c.s treated to standard
factory requirements at engineers detail
Timber purlins 75 x 50mm @ 1200 c.c.s treated to standard factory
requirements to meet engineers detail
225x 50 mm hardwood timber rafter @ 1200 c.c.s fixed
through box beam on hollow steel section
75 x 50 timber purlin @ 1200 c.c.s 0.5 mm IBR factory coated galvanized
steel roof sheeting
50 x 405mm prefabricated timber box
beam on hollow steel sectionrigid board insulation with foil insulation
to engineers detail
boards fixed on
timber rafters
DETAIL 1 - SECTION THROUGH ROOF
scale 1:5
DETAIL 2 - SECTION THROUGH WINDOW AND LEAN TO
scale 1:5
DETAIL 3 - SECTION THROUGH GUTTER
scale 1:5
vertical D.P.C
galvanized steel cover counter flashing
galvanized steel headwall flashing
roofing screw with galvanized steel
washer and suitable rubber or plastic washer
galvanized steel closer
50 x 75 mm hardwood timber purlin @1200 c.c.s
fixed to timber rafters, factory treated to
specifications
50 x 114mm hardwood timber rafters @1200 c.c.s
fixed to masonry wall, factory treated to
specifications
38mm hardwood timber joists nailed to timber rafters
and 38 x 38mm batterns, factory treated to
specifications
weephole
330 x 280 mm Precast reinforced concrete lintel
to engineers detail
15mm internal plastering
38 x 38 mm hardwood timber brandering
@ 400 c.c.s
9mm gypsum board plasted ceiling skimmed and painted.
plastered window sill
55 x 44 mm timber window frame sill
125 x 15 clay tile sill
50 x 150 mm mild steel ,hot
rolled steel hollow section
@2400 c.c.s ,factory coated
galvanized to specifications
rigid board insulation with foil insulation to specific detail
poly button , foamed plastics sealing strip
280 mm cavity wall
turn up to foam dam in
galvanized steel roof sheeting
110 x 75mm square profile pvc gutter with
75 x 75 mm downpipes fixed to 230 x 32 mm
fibre cement board
steel roof sheeting on insulation
230 x 32mm fibre cement board
100 x 200 mm butterfly wall tie every 4 brick courses
280mm cavity wall
15mm external plastering and painted
114 x 38mm timber wallplate fixed
to wall
38mm hardwood timber joists nailed to timber rafters
and 38 x 38mm batterns, factory treated to
specifications
specifications
50 x 114mm hardwood timber rafters @1200 c.c.s
fixed to masonry wall, factory treated to
specifications
rigid board insulation with foil
insulation to specific detail
beam fill
specifications
225 x 50 mm hardwood timber rafter @ 1200 c.c.s
fixed through box beam on hollow steel section
steel roof sheeting on insulation
50 x 97mm timber purlin @1200 c.c.s
cut from a standard 50 x 114 mm timber
member
50 x 405mm prefabricated
timber box beam on hollow steel section.
standard timber member -
50 x 75mm fixed to 22mm
OSB to form beam
rigid board insulation with foil
insulation to specific detail
boards fixed on timber
rafters and factory treated to
specifications
114 x 38 mm timber lintel
50 x 150 mm mild steel ,hot
rolled steel hollow section
@2400 c.c.s ,factory coated
galvanized to specifications
50 x 75 mm hardwood
timber purlin @1200 c.c.s
fixed to timber rafters,
factory treated to
specifications
specifications
55 x 44 mm timber window frame sill

SOUTH ELEVATION
scale 1:100
NORTH ELEVATION
scale 1:100
87 000
NGL
93 400
124 000
100 000
FIRST STOREY PLAN
scale 1:100
DINNING ROOM
polished concrete
280 110 16400
5600
COURTYARD
grass
KITCHEN
polished concrete
6780
280 3143 110 857 110 2000 280280
280 6220 280
28012301103780280280123011026701101000280
4110
EN-SUITE 1
tiles
EN-SUITE 2
tiles
BEDROOM 2
polished concrete
GROUND STOREY PLAN
scale 1:100
A
5600
280 280360
LIVING ROOM
polished concrete
PASSAGE
polished concrete
1
2
3
4
5
6
1
2
3
4
5
6
7
8
910
11
1
2
1 2 3 41 2
GUEST TOILET
tiles
DECK
timber
1000mm high balustrade
as per SABS 10400
STAIR NOTES
19R @ 190
treads 270
STAIR NOTES
19R @ 190
treads 270
STAIR NOTES
19R @ 190
treads 270
shower
shower
w.c
w.c
whb whb
w.c
whb
23280
stove
sink
110 1990 280
STOEP
grass
BIC
110928280
5680
to municipal
sewer connection
BEDROOM 2
BEDROOM 1
LIVING ROOM DINING ROOM KITCHEN
SECTION A-A
scale 1:100
ELECTRICAL LAYOUT FIRST STOREY
scale 1:100
ELECTRICAL LAYOUT GROUND STOREY
scale 1:100
FFL
WALL MOUNTED LIGHT
2 WAY LIGHT SWITCH
DIMMER LIGHT SWITCH)
CEILING LIGHT
H.W. CYLINDER
s
DISTRIBUTION BOARD
15A DUBBLE WALL PLUG
STOVE PLUG
15A WALL PLUG
d
ELECTRICAL LEGEND
METER BOX
d
LIGHT SWITCH (900mm A.F.L.)
FFF F
foil insulation as specified on 75x50mm purlins
@ 1200 max c.c.s. Board insulation between purlins as specified on
prefabricated gangnail trusses@ 760 mm max c/c,
fixed to 114x38mm wallplates & anchored into brickwork
with 30x2mm x 1,2m galvanised hoopirons built into wall
for min of 600mm underlay to sabs standard(250 micron).
all roof timber to be sa pine treated.size and specification
of roof strictlyaccording to manufacturers spec.
All to engineers verification
PLASTER AND PAINT
PLASTER AND PAINT
D.P.C WEEP HOLE D.P.C WEEP HOLE
D.P.C WEEP HOLE
700x230mm
conc. strip foundation
to engineers detail
pitch, on 75x50mm purlins @ 1200 max c.c.s
size and specification of roof strictly
according to manufacturers spec.
10
30
700 x 1500
2000 X 3000 700 x 2000
2000 X 2450
NGL
FGL
BOUNDARY WALL
700 x 2000
100 180 GFL
STAIR NOTES
19R @ 185
treads 270
grass
F.G.L 100 180F.G.L 100 180
FALL
DISTANCE
DEPTH
INVERT LEVEL
COVER LEVEL
600
99400
100 000
16300
1:60
870
99 130
100 000
SS
980
99020
100 000
6690
1:60
sink
whb
wc
whb
wc
shr
stack 2stack 1 stack 3
GL
GL
FFL
DRAINAGE SECTION
scale 1:100
F.F.L 102 400
F.G.L 99 560
DINNING ROOM
COURTYARD
grass
KITCHEN
EN-SUITE 1
EN-SUITE 2
BEDROOM 2
BEDROOM 1
LIVING ROOM
PASSAGE
polished concrete
1
2
3
4
5
6
1
2
3
4
5
6
7
8
910
11
1
2
1 2 3 41 2
GUEST TOILET
DECK
timber
stove
sink
STOEP
grass
BIC
existing tree
2100
1000
2100
2800
2100
124 000
FFL
100 180
GFL
87 000
99 560
NGL
FGL
93 400
FGL
700x230mm
to engineers detail
700x230mm
to engineers detail
700x230mm
to engineers detail
700x230mm
to engineers detail
Floor finish on min 35 screed on
75mm conc. slab
on 250 micron dpm on 150 mm
well compacted clean fill
to eng. spec
15
280 mm IPE I beam section
hot rolled M/S with galvanized
factory coating all to engineers
detail
CALCULATIONS
GROUND FLOOR = 130.64 sq.m
UPPER FLOOR = 38.051 sq.m
NEW TOTAL =168.691 sq.m
SITE AREA = 151.2 sq.m
COVERAGE = 86.4%
225 x 50 timber girder on
gable walls @ 2100 c.c.s to comply
with SANS 10400 specifications and all to
engineers verification
Single Plug
Double Plug
IE RE
280 5840 440
1200 mm Translucent window
glazing on guest toilet
R.C slab and beams to engineers detail
STAIR NOTES
19R @ 190
treads 270
114 x 38mm timber on
35mm screed
Single length corrugated
profile,factory coated M/S
700x230mm
to engineers detail
700x230mm
to engineers detail PLASTER AND PAINT
PLASTER AND PAINT
D.P.C WEEP HOLE
COURTYARD
Single length corrugated profile,factory coated
Corrugated profile,factory coated
Corrugated profile,factory coated
PD 4
EAST ELEVATION
scale 1:100
WEST ELEVATION
scale 1:100
N
4362
6293 9507
23280
2806000280
Singlelengthcorrugated
profile,factorycoatedM/S
110 12805390
700x230mm
to engineers detail
700x230mm
to engineers detail
SECTION B - B
scale 1:100
F.G.L 93 400
24003000970
2300
2670
900795647
26002600
5297
100 180GFL
F F F F
900
s
220W External Wall Light
10
30
15
RE
whb
wc
shr
124 000
FFL
100 180
GFL
87 000
99 560
NGL
FGL
93 400
FGL
102206500
75mm conc. slab
to eng. spec
@ 1200 max c.c.s. Board insulation between purlins as
specified on prefabricated gangnail trusses@ 760 mm
max c/c, fixed to 114x38mm wallplates & anchored into
brickworkwith 30x2mm x 1,2m galvanised hoopirons built
into wall for min of 600mm underlay to sabs
standard(250 micron).all roof timber to be sa pine treated
.size and specification
2270
10
30
15
124 000
FFL
100 180
GFL
87 000
99 560
NGL
FGL
93 400
FGL
@ 1200 max c.c.s. Board insulation between purlins as
specified on prefabricated gangnail trusses@ 760 mm
max c/c, fixed to 114x38mm wallplates & anchored into
brickworkwith 30x2mm x 1,2m galvanised hoopirons built
into wall for min of 600mm underlay to sabs
standard(250 micron).all roof timber to be sa pine treated
.size and specification
STAIR NOTES
19R @ 190
treads 270
1000mm high balustrade
as per SABS 10400
B
A A
B
BEDROOM 1
polished concrete
F.G.L 93 400 SITE PLAN
scale 1:200
PROPOSED NEW DWELLING
CHAMBERLAIN ROAD
siteboundary5.6m
site boundary 27.5m
erf14075
erf14073
MUNICIPAL SEWER
CONNECTION
3m BUILDING
LINE
erf14074
90 m to MOUNTAIN ROAD
intersection
SERVICE LANE
100.00095.00090.00085.000
existing tree
N
27500
5600
Foundations to Engineers specification.
throughout.
floor area of room and openable sections of 5% of floor area of
All habitable rooms to be provided with natural lighting to min. 10% of
Sub-surface drainage to Engineers specification.
Recessed shadowline plaster ordecorative moulded type throughout
All doors and frames to be sealed as required.
Meranti skirtings or profiled decorative m.d.f. type
glazing larger than 1sq.m in size or less than 300mm above
All glazing to be in accordance with Part 'N' of the NBR. All
Where applicable, drains to be protected in accordance with Part
All in accordance with NBR with SABS approved materials
NATURAL LIGHTING & VENTILATION
room for ventilation.
CORNICES
SKIRTINGS
PLUMBING
DRAINAGE
painted three coats to later spec.
'P' of the NBR.
Painted timber - colour to later spec
INTERNAL DOORS
FRAMES: Pressed steel, primed and painted.
DOOR: to be hollow core type, painted.
Cills to be plastered.
f.f.l., to be SABS approved safety glass.
ENTRANCE DOOR & WINDOWS
one coats to later spec. Bathrooms to be tiled.
Vertical DPC to all openings on cavity wall externally.
FC slate tiles / IBR sheeting on new garage roof structure
All slabs, columns, steel and concrete footing
and to be layed to manufacturer's specification.
All DPM's and DPC's to be of high quality and SABS approved
and beams; footings and foundation walls and soil conditions
All structural elements including suspended slabs
above and according to manuf. specification.
- Construction: Brickforce to be built in for 4 courses
- Bearing: Lintols to extend min. 230mm beyond both
- Openings: Lintols over all openings where there is no
External Finish: One coats smooth plaster and painted min.
Skimmed 6,4mm Rhinoboard, painted 3 coats
building and discharge into existing stormwater culvert.
concrete columns or duct as shown on plan and to be led away from
must comply with Structural Engineer's spec. and details.
to Engineer's specification.
CEILINGS
coats to later spec.
RAINWATER GOODS
STRUCTURE
sides of openings.
RC beam at that immediate height.
LINTOLS (pre-stressed concrete)
two coats to later spec.
DPC's. to be SABS approved and laid to manuf. spec.
Internal Finish: Two coats smooth plaster and painted min.
All walls to have brickforce every 4th course and galv. wire
Foundation walls to Engineers specification and details.
FOUNDATIONS
WALLS (above ground)
FOUNDATION WALLS
ties as per NBR to all cavity walls.
Anodised aluminium or epoxy powder coated. Colour to later spec.
SLIDING AND SLIDING FOLDING DOORS
AARON KAIRA
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DATE
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SCALE
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STW3
DRAWING TITLE
SITE PLAN
,PLAN,SECTIONS,ELEVATIONS,DRAINAGE,
ELECTRICAL
PROJECT TITLE
COUNCIL SUBMISSION DRAWINGS
NOTES
Proposed new dwelling
on
erf 14074
Chamberlain road
Cape Town

AARON KAIRA
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DATE
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STW3
DRAWING TITLE
3D EXPLORATION
PROJECT TITLE
STAIRCASE
NOTES
3D EXPLORATION (part M)
1
2
3
4
5 6
STRUCTURAL DIAGRAMS
3D EXPLODED VIEW
IPE H section column bolted to concrete floor with steel
plate on a grid laid out to the support the steel members
of the staircase
Steel channel stringers and I beam are bolted to H sections at intervals.
The stringers are fixed to the concrete floor and the first storey floor with a
steel plate. The I beam is fixed to the H sections by means of a hollow section
which support the cantilevering landing
Hollow section is bolted to H beam which supports the steel stringers
Steel tread support is welded to the steel stringers and the timber treads are screwed to the support
Steel balustrade support system
is bolted to the steel stringer
Glass balustrade is clamped into the
steel balustrade support
The staircase complies with the SANS10400 regulations.All
detail to engineers specifications. The staircase is detailed
according to part M of the SANS10400.
The trends,risers and balustrade adhere to the minimum
requirements
vertical rise is less than 3 m between landings.
1000 mm high balustrade
IPE Chamfered I beam mild steel hot rolled factory coated
galvanized to engineers specification support
steel stringer cantilevered
from chamfered beam and steel H sections
steel and glass balustrade
Steel channel sections @1200 c.c.s mild steel
cold rolled factory coated galvanized bolted to
H section columns to support timber landing
IPE mild steel hot rolled H section columns
factory coated galvanized
400mm wide tread x 180 mm high
with 25mm overlap
riser meets the minimum requirements
continuous handrail after 5 steps
2000mm landing to provide
sufficient space for circulation
SANS10400 PART 4 COMPLIANCE
4.2.2 Any landing serving two flights in the same straight line shall
a) have a length of not less than 900 mm, and
b) have a width of not less than that of such flights.
4.2.3 No flight of stairs shall have a vertical rise greater than 3 m between landings.
4.2.4 No door shall open onto a stairway unless such door opens onto a landing and the width of
such landing is not less than that of such door. The position of the door relative to the landing and
its direction of opening shall be such that it does not obstruct the flow of persons on the stairway
when in the fully open position.
4.2.5 The rise of any step shall not exceed 200 mm.
4.2.6 The going and width of any tread shall be not less than 250 mm, provided that where the
stairway does not have solid risers, each tread shall overlap the next lower tread by not less than
25 mm
4.3 Prevention against falling
4.3.1 Any flight of steps which contains more than three risers shall have protection on both sides
provided by a secure wall, screen, railing or balustrade which shall be not less than 1 m high and so
erected that any such wall, screen, railing or balustrade in any occupancy classified as E2, E3, E4,
H1, H2, H3, H4 or H5 shall not have any opening above the pitch line that permits the passage of a
100 mm diameter ball; provided that such protection in any occupancy that is not an occupancy
classified as E2, E3, E4, H1, H2, H3, H4 or H5 shall consist of at least a handrail and one other rail
midway between such handrail and the stair tread.
4.3.2 Any flight of stairs which contains more than five risers shall be provided with at least one
continuous handrail extending the full length of such flight, provided that this requirement shall not
apply to any building classified as H4, or within individual dwelling units in an occupancy classified
as H3.
1500
1300
1300
ANTHROPOMETRICS
180
400
25
1500

6
1
2
3
4
5
7
10
8
9
11
24
21
19
22
20
17
16
18
13
12
15
14
8000
FIRST STOREY PLAN
scale 1:25
6550
8050
25
26
27
28
LANDING
1500
F.F.L 5220
815 815 815 815 815 815 815 815 815
5000
2000
2 2
1 1
A
Timber
A
D
D
B
B
C
C
3 3
815815
4550
A
A
B B
ELEVATOR
LVL 2160
C C
15001000
STAIR NOTES
400mm TREADS X 11 = 4400 @ 180mm risers
400 x 50 timber treads screwed to steel plate base
support angles
5mm safety glass balustrade clamped with steel
glass clamber screwed to steel balustrade support
fixed to steel dowel welded to steel balustrade
support to engineers specifications
280 mm chamfered IPE I beam mild steel hot rolled
factory coated galvanized to engineers specification 112511251125790340
20003000 3000
400mm TREADS X 16 = 6400 @ 180mm risers
400 x 50 timber treads screwed to steel plate base
support angles
AARON KAIRA
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DATE
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STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
detail to engineers specifications. The staircase is detailed
according to part M of the SANS10400.
The trends,risers and balustrade adhere to the minimum
requirements

SIDE ELEVATION
scale 1:20
NGL
FFL
2160
815
LVL
5220
2160
200mm IPE H-section mild steel hot rolled galvanized
factory coated to engineers specifications
815
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
1
2
3
4
5
6
7
8
9
10
11
REFER TO DETAIL 1
5220
3
321
1300 mm high steel balustrade @815mm c.c.s
factory coated galvanized with 5mm safety glass balustrade
clamped with steel glass clamber screwed to
steel balustrade support
200 x 60 mm channel stringer mild steel cold
rolled and factory coated galvanized to engineers specification
200 x 60 mm channel steel stringer cold
rolled and factory coated galvanized
2880
16 timber treads x 180 mm risers = 2880 mm
1125
1125
1125
AARON KAIRA
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DATE
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STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
detail to engineers specifications

SECTION A-A
scale 1:20
SECTION B-B
scale 1:20
NGL
200mm IPE H-section mild steel hot rolled galvanized and
factory coated and bolted to concrete floor with steel plate
REFER TO DETAIL4
A DB C
280mm chamfered IPE I beam mild steel hot rolled and
factory coated galvanized bolted to steel hollow section
bolted to H section columns to engineers specification
23 1
1
2
3
4
5
6
7
8
9
10
11
1000
18701000
REFER TO DETAIL 2
REFER TO DETAIL 3
5 mm frame-less safety glass balustrade clamped to 50 mm
stainless steel glass clamp screwed to steel balustrade
support bolted to 200 mm steel channel stringer
200mm channel mild-steel cold rolled
factory coated galvanized bolted to concrete
floor with steel base plate
280
200mm steel hollow section mild steel hot rolled and factory
coated galvanized prefabricated and welded to steel stringer
then bolted to H section columns
timber flooring on steel stringer
and hollow section
4
REFER TO DETAIL 5
LVL2160
1000
1500 5000 1500
1200 2000 1200
200 x 200 mm H section column mild steel hot rolled factory
coated galvanized with steel plate bolted to concrete floor to
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steel
hot rolled prefabricated factory coated galvanized
1800 1800
8000
220 mm x 220 mm hollow section mild steel hot rolled
factory coated galvanized running through steel stringer
1980
11 timber treads x 180 mm risers = 1980 mm
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STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES

SECTION C-C
scale 1:20
NGL
A DB C
LVL2160
2160
200mm steel hollow section mild steel hot rolled and factory
coated galvanized prefabricated and welded to steel stringer
then bolted to H section columns
200mm channel stringer mild-steel cold rolled
factory coated galvanized bolted to concrete
floor with steel base plate
280 x 150 mm chamfered IPE I beam mild steel
hot rolled factory coated galvanized with prefabricated
cut out at for hollow section and channel
stringer to engineers specifications
1000
3215
200mm IPE H-section mild steel hot rolled
galvanized factory coated to engineers specifications
815 815 815 815 815
200 x 60 mm channel section steel stringer
bolted to I beam and steel stringer
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DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES

DETAIL 2
scale 1:10
A
A
scale 1:10
SECTION A-A
SECTION B-B
scale 1:10
27
DETAIL 1
scale 1:10
35mm concrete screed to engineers specifications
600 x 600x 4 mmceramic tile
150 mm concrete floor/
down-stand beam
5 mm Steel plate mild steel factory coated galvanized
welded to channel stringer bolted to in situ concrete
floor with M16 bolt to engineers specification
B B
5 mm safety glass to engineers specification clamped to stainless steel clamp
100 x 100 x 5 mm angle mild steel hot rolled
factory coated galvanized bolted to channel
stringer with M10 bolt
steel plate mild steel hot rolled factory coated
galvanized with M16 bolt fixing
114 x 50 mm timber Sa pine flooring
factory treated laminated to engineers specifications
welded to steel balustrade by connecting junction to engineers specification
5 mm safety glass factory treated to engineers
specification clamped to stainless steel clamp
50 x 50 mm stainless glass clamps
screwed to steel balustrade support
to steel balustrade to engineers specifications
welded to steel balustrade by connecting junction to engineers specs
200 x 60 mm channel steel stringer mild steel cold
rolled and factory coated galvanized to engineers specificatio
100 x 100 x 5 mm angle mild steel hot rolled
factory coated galvanized bolted to channel
stringer with M10 bolt
5 mm safety glass factory treated laminated fixed
together with silicone based adhesive
at corner edges to engineer specifications
fixed to steel balustrade by connecting junction
50 x 50 mm stainless glass clamps
screwed to steel balustrade support
1300
900
1
4
2
3
C
C
DETAIL 4
scale 1:10
DETAIL 5
scale 1:10
DETAIL 3
scale 1:10
200 x 1700mm hollow section mild steel hot
rolled factory coated galvanized welded to steel
channel stringers and bolted to H section columns
with M16 with steel plate
280 x 150 mm chamfered IPE I beam mild steel
hot rolled factory coated galvanized with prefabricated
cut out at for hollow section and channel
stringer to engineers specifications
200mm IPE H-section mild steel hot rolled
galvanized factory coated to engineers specifications
M16 bolt at steel plate
114 x 50 mm timber Sa pine flooring
factory treated to engineering specifications
DD
M16 steel bolts on steel base plate
M16 steel bolt on steel plate
rolled and factory coated galvanized to engineers specificatio
Steel horseshoe support mild steel cold rolled
factory coated galvanized to engineers specification
1400 x 120 mm steel base plate angle tread
support mild steel hot rolled factory coated
galvanized to engineers specifications
1500x 400 x 50 mm timber tread Sa pine factory treated
rolled and factory coated galvanized to
10mm gypsum ceiling
board fixed to steel stringer
50 mm Angle mild steel hot rolled factory
1
2
SECTION D-D
scale 1:10
SECTION C-C
scale 1:10
2
5 mm safety glass factory treated to engineers specification
1400 x 120 mm steel base plate angle tread support mild steel
hot rolled factory coated galvanized to engineers specifications
Stainless steel screw factory treated
into steel plate into timber tread
5 mm safety glass factory treated to engineers specification
1400 x 120 mm steel base plate angle tread support mild steel
hot rolled factory coated galvanized to engineers specifications
50
40 40
80
100
180
25
400
50
fixed through timber handrail to engineers specifications
1300
100
1000
800
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DETAILS
PROJECT TITLE
STAIRCASE
NOTES

MEZZANINE ABOVE
NEW HALL AND RECEPTION
tiles
N
FIRST STOREY PLAN LO 1.03
scale 1:100
GROUND STOREY PLAN LO 1.03
scale 1:100
NEW CANOPY COVERED WALKWAY
FEMALE TOILETS
tiles
POOL PUMP STORE
tiles
MALE TOILETS
tiles
STORE
tiles
COVERED WALKWAY
concrete
SPORT ROOM
tiles
DOUBLE VOLUME
OFFICE
tiles
NEW CANOPY COVERED WALKWAY
SHOWER SHOWER
WHB
WHB
WHB
WHB
WHB
WHBWHB
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL URINAL
w1
01
w1
02
w1
05
w1
03
w1
04
w2
01
w2
02
d2
02
d2
01
d1
01
d2
06
d3
04
d3
05
w4
01
KITCHEN
tiles
1
2
6
3
4
5
7
8
9
10
11
12
13
14
15
Stair notes
270 mm tread x 180 mm riser
15 steps = 4050 mm
d6
01
d6
04
d2
04
d2
03
d2
05
d6
05
d6
06
d6
02
d6
03
w3
01
w5
01
w5
02
w7
01
d4
04
d4
05
d4
03
d4
02
d5
02
d5
01
BIC
280 1840 280 900 110 900 110 5220 280
280 1760 2480 280 2200 2480
270
3400 3300 3280
22140
280
280
1
2
3
4
5
6
A
A
A
A
B
B
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
d4
01
IE
IE
w6
01
w7
01
w7
01
FGL 100 150FGL 100 150
KIOSK
tiles
to municipal sewer connection
RE
FGL 99 500
FGL 99 500
FGL 95 000
w6
01
FFL 102 750
RE
SINK
2w-w
C
A
280 6220 280 1940 110 2350 220 1450 280 5200 280 1940 110 4030 280
25000
28040952802940280
7895
280900110900110900110900110
WC
WC
WC
WC
WC
WC
d1
01
13702803530280485280540280640280
8520
210
280
4380 3990 280 6080 280
25000
280 3430 110 5640 220 1220 280
11180
280 9180 220 1220 280
280 3300 280 3280 280 3280 280
28014302801080
280
21702802160
280
8240
280274011017602802790
280
280
B
C
A
B
8
8
7
7
6
6
5
5
11180
FGL 99 500
FGL 99 500
FFL 102 750
2750 2480 2750 550 3670 3550 3670
497029904970
2w-w
2990
3550
280 280 280 280 280280 280
3550 3610
280 x 280 mm in situ concrete
column to engineers specification
concrete paving walkway
cbd cut through walk
concrete countertop to
concrete countertop to
22140
280 1760 280 8266 280 9270 220 1220
280
280
C
A
B
FGL 100 150
setting out point
scale 1:200
SITE PLAN LO 1.01
SITE BOUNDARY 68000mm
erf 83402
CAPRICORN
STREET
40 m to Harrison
road
intersection
erf 83405
to municipal sewer
connection
SITEBOUNDARY37000mm
5 m Building
line
5 m Building
line
100.00095.00094.50094.00093.50093.00092.500
vehicle and
pedestrian Access
existing trees
concrete paving
45005000
5000
5000
5000
7300
setting
out point
FOUNDATIONS
FOUNDATION WALLS
AARON KAIRA
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DATE
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STW3
DRAWING TITLE
LAYOUT DRAWINGS
LO 1.01SITE PLAN
LO 1.02 FLOOR PLANS
PROJECT TITLE
FULL DOCUMENTATION
NOTES
NEW SPORT AND
RECREATION

2 WAY LIGHT SWITCH
DIMMER LIGHT SWITCH)
WALL MOUNTED LIGHT
CEILING LIGHT
H.W. CYLINDER
s
Single Plug
DISTRIBUTION BOARD
15A DUBBLE WALL PLUG
STOVE PLUG
15A WALL PLUG
d
ELECTRICAL LEGEND
METER BOX
d
LIGHT SWITCH (900mm A.F.L.)
Double Plug
220W External Wall Light
N
ELECTRICAL PLAN FIRST STOREY LO 1.06
scale 1:100
ELECTRICAL PLAN GROUND STOREY LO 1.06
scale 1:100
SPORT ROOM
tiles
DOUBLE VOLUME
SHOWER SHOWER
WHBWHB WHBWHB
1
2
6
3
4
5
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
SINK
d
d
d
D.B
H.W.C
MEZZANINE ABOVE
NEW HALL AND RECEPTION
tiles
FEMALE TOILETS
tiles
POOL PUMP STORE
tiles
MALE TOILETS
tiles
STORE
tiles
COVERED WALKWAY
concrete
KITCHEN
tiles
FGL 100 150
FGL 100 150
KIOSK
tiles
FGL 99 500
FGL 99 500
FGL 95 000
FGL 99 500
FGL 99 500
FGL 100 150
SPORT ROOM
tiles
OFFICE
tiles
FFL 102 750
FFL 102 750
Elec notes:
all socket outlets to be at 350mm AFFL
unless otherwise indicated
light switches at 1200mm AFFL T.M.E
unless otherwise indicated
all electrical work carried out by
professional electrician
all outside fittings to be waterproof
30001610 1610
20502050
400
2450
960 1950 2570 600
10001000
740120012001200
1100 3121 1100 960 2660 1300
44511863493470
970
90024001470
1750 3550 3550 1750
1700 1950 2050
5243 1750 1750 3550 3550
40010601500
750
345030001780
160024004300
1820 3400 2800 2400
1200
950 450
17501250
1600
250
2580 18202880
250 300
1470
1700
ROOF STRUCTURE PLAN LO 1:02
scale 1:100
1200120012001200120012001200
225 X 49 mm timber rafter Sa pine
@ 1200 mm c.c.s factory treated to
1200
9600
bubble foil insulation and ceiling to
engineers specification
75 x 50 mm timber purlin SA pine @
1200 mm c.c.s factory coated to
roof line
roof line
900900900900900900900900900900900900900900900900900900900
99007200
900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900
7200 9900
225 x 50 mm timber beam
factory treated on underside
of rafters on concrete columns
galvanized roof sheeting side metal capping
on insulation as specified
by engineers specification
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
C
A
B
FOUNDATIONS
FOUNDATION WALLS
AARON KAIRA
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DATE
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SCALE
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STW3
DRAWING TITLE
LAYOUT DRAWINGS
LO 1.06 Electrical layout
LO 1.02 ROOF PLAN
PROJECT TITLE
FULL DOCUMENTATION
NOTES
NEW SPORT AND
RECREATION

EAST ELEVATION LO 1:04
scale 1:100
SOUTH ELEVATION LO 1:04
scale 1:100
NORTH ELEVATION LO 1:04
scale 1:100
WEST ELEVATION LO 1:04
scale 1:100
F F F F
F
F
FFFFF
F
F F F
FFL
99.580
NGL
100.000
FGL
100.150
F F F F
PLASTER AND PAINT
PLASTER AND PAINT
PLASTER AND PAINT
PLASTER AND PAINT
FFL
102.800
U/S of beam
107.000
NGL
99.400
PLASTER AND PAINT
FACEBRICK
NGL
99.400
FACEBRICK
NGL
100.000
GFL
100.150
FFL
102.800
FFL
99.580
FFFFFFFFF
NGL
99.400
FFL
99.580
FACEBRICK
FACEBRICK
F
NGL
100.000
GFL
100.150
F
F
F
F
F F
8 7 6 5 4 3 2 1
87654321
AC
F F F F F F
B
w1
01 02
w1 w1
05
w1
03
w1
04
w2
01
w2
02
d1
01
w5
01
w5
02
d4 d4
04 05
d4
03 02
d4 d4
01
w4
01
d5
02
d5
01
106 550
U/S of
wallplate
102 930
U/S of
wallplate
103 550
U/S of
wallplate
104 000
U/S of
wallplate
d2
03
w3
01
U/S of beam
105 600
107 200
U/S of
wallplate
102 900
U/S of
wallplate
w8
01
w9
01
w7
01
w6
01
w10
01
w11
01
d2
03
d1
01
U/S of beam
105 600
107 200
U/S of
wallplate
PLASTER AND PAINT PLASTER AND PAINT
U/S of beam
105 .600
U/S of
wallplate
106 000
5300
U/S of
wallplate
106 000
U/S of
wallplate
106 000
102 400
U/S of
wallplate
A CB
timber screen
shades fixed to
timber purlin
timber screen
shades fixed to
timber purlin
timber screen
shades fixed to
timber purlin
timber screen
shades fixed to
timber purlin
STRUCTURE
sides of openings.
FOUNDATIONS
FOUNDATION WALLS
AARON KAIRA
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LAYOUT DRAWINGS
LO 1.04
PROJECT TITLE
NOTES
FULL DOCUMENTATION
NEW SPORT AND
RECREATION

SECTION A-A LO 1.05
scale 1:50
SECTION B-B LO 1.05
scale 1:50
100 000
NGL
1000 x 840 mm mass concrete
pad foundation to engineers
specification
280mm cavity non load bearing
wall on concrete raft foundation
100 mm concrete paving
on well compacted hardcore
weephole and dpc
as specified on 75x50mm purlins
@ 1200 max c.c.s. Bubble foil insulation used as ceiling
skimmed on underside between purlins as specified on
prefabricated rafters @ 900 mm max c/c,
fibre glass membrane
closer on top of cavity wall parapet
with dpc and weephole
280 x280 mm in situ concrete
column on concrete pad foundation to
700x230mm
to engineers detail
700x230mm
to engineers detail
75mm conc. slab
to eng. spec
75mm conc. slab
to eng. spec
100 000
NGL
DOUBLE VOLUME
SPORT ROOM
RECEPTION
102 800
FFL
100 000
NGL
230 mm face brick
wall balustrade
225 x 49 mm timber beam support on steel
hollow section factory coated galvanized to
engineers specs
specification
110 mm face brick
wall balustrade with 12 mm plaster
KIOSK
0.5 mm IBR corrugated sheeting mild steel factory
coated galvanized on 75 x 50 mm channel section purlins
fixed to100 mm x 10 mm thick steel section canopy
mild steel hot rolled factory treated galvanized
precast concrete lintel on concrete
columns factory treated to engineers
specification
280 cavity wall with 12 mm plaster
roller shutter system fixed to wall
as specified on 75x50mm purlins
@ 1200 max c.c.s. Bubble foil insulation used as ceiling
between purlins as specified on
prefabricated rafters @ 900 mm max c/c,
0.5 mm IBR corrugated sheeting mild steel factory
coated galvanized on 75 x 50 mm timber purlins
@1200c.c.son 114 x 38 mm timber rafters on
steel hollow section
specification
floor finish on 35 mm screed on
100 mm concrete floor slab
skimmed and painter on underside
of concrete slab
CA B
AC B
refer to Detail 2.02
refer to Detail D 2.01
aluminum sliding doors with toplight
104 980
106 550
U/S of beam
U/S of
wallplate
100 150
FGL
250 mm x 225 mm reinforced concrete
ring beam cast in situ to engineers specification
ratio of concrete needs admixture to assist
waterproofing above
refer to Detail 2.03
0.5 mm IBR roof sheeting hot rolled
mild factory coated galvanized on
75 x 50 mm steel hollow section purlins
mild steel on 114 x 38 steel hollow section
rafter to wall to engineers specifications
102 100
U/S of lintel
102 600
U/S of wallplate
150
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
throughout.
floor area of room and openable sections of 5% of floor area of
All habitable rooms to be provided with natural lighting to min. 10% of
Recessed shadowline plaster ordecorative moulded type throughout
All doors and frames to be sealed as required.
Meranti skirtings or profiled decorative m.d.f. type
All in accordance with NBR with SABS approved materials
NATURAL LIGHTING & VENTILATION
room for ventilation.
CORNICES
SKIRTINGS
PLUMBING
painted three coats to later spec.
INTERNAL DOORS
FRAMES: Pressed steel, primed and painted.
DOOR: to be hollow core type, painted.
Cills to be plastered.
ENTRANCE DOOR & WINDOWS
IBR sheeting on new garage roof structure
Skimmed 6,4mm Rhinoboard, painted 3 coats
CEILINGS
coats to later spec.
STRUCTURE
sides of openings.
FOUNDATIONS
FOUNDATION WALLS
Anodised aluminium or epoxy powder coated. Colour to later spec.
SLIDING AND SLIDING FOLDING DOORS
280 mm cavity wall
weephole
Concrete Raft foundation to
stepped DPC
35 mm floor screed
250 micron Damp proof membrane
(DPM)
metal wall tie every 4 brick courses
75 mm Concrete slab paving
600 x 600 x 4 mm ceramic tiles
150 mm compacted hardcore filling
clay face bricks with recessed joints
A
280 mm cavity wall
weephole
DPC
225 x 50 mm timber rafter @900 c.c.s factory treated
laminated to engineers specifications
114 x 38 mm wallplate
75 x 38 mm timber purlin @ 1200 c.c.s
factory treated laminated to engineers
specifications
Beam fill
0.5 mm IBR roof sheeting on pitch mild
steel hot rolled factory coated
alu bubble celing board
insulation
steel capping factory coated galvanized to
250 mm x 225 mm reinforced concrete
ring beam cast in situ to engineers specification
ratio of concrete needs admixture to assist waterproofing above
280 x 280 mm concrete column cast in situ
to engineers specifiaction
DETAIL 2.01
scale 1:10
DETAIL 2.02
scale 1:10
DETAIL 2.03
scale 1:10
12mm plaster
280 x 280 mm concrete column cast in situ
to engineers specifiaction
35 mm floor screed
600 x 600 x 4 mm ceramic tiles
movement joint
150 compacted hardcore filling
pad foundation cast in situ to engineers
specifications
250 micron damp proof membrane
fibre glass membrane
closer on top of cavity wall parapet
DPC
DPC under closer
mortar infill
weephole
280 mm cavity wall
75 mm skirting
mortar fill
AARON KAIRA
DRAWN BY REV
A
DATE
27-10-2014
SCALE
1:100
STW3
DRAWING TITLE
LAYOUT DRAWING
STRUCTURAL DETAIL
PROJECT TITLE
NOTES
FULL DOCUMENTATION
NEW SPORT AND
RECREATION

2100
3300
FFL
INSIDE
OUTSIDE
RIGHT HAND
601980
60 1030 60 1030 60 1030 60
SG
NOTES
FG FG FG
DOOR
DOOR NUMBER D4/01, D4/02, D4/03, D4/04, D4/05
LOCATION hall and reception
TYPE Aluminium sliding door with top lights
SIZE door-2100 X 3300 X 60 mm / top light - 500 x 3300 x 30 mm
GLAZING
NUMBER REQUIRED
6 mm clear laminated safety glass
5
SG
FINISH Natural anodized aluminium finish
D4
DOOR NUMBER
FFL
NOTES: check all dimensions on site before commencement
WINDOW
DOOR NUMBER W1/01, W1/02, W1/03, W1/04, W1/05
LOCATION Ground floor - Male toilets , female toilets
TYPE Aluminium top hung window
SIZE 2000 x 700 x 30 mm
HINGES/STAY
HANDLE/CATCH
top hung aluminium
natural anodized aluminium
FINISH Natural anodized aluminium finish
W1
DOOR NUMBER
2000
3059430
75
30 473 30 934 30 473 30
GLAZING
LINTOL
4 mm thick 'pacific' obscure glass
pc lintol
CILL plastered
CILL HEIGHT 1380 mm from FFL
2115
FG
3200
U/S of wallplate
SG SG
3044030
2600
60
SG SG
U/S of floor
slab
DOOR SCHEDULE S 3.01
scale 1:25
WINDOW SCHEDULE S 3.01
scale 1:25
1380
1085
FINISHING SCHEDULE
FLOORS
OFFICE
SPORT ROOM
HALL/RECEPTION
KIOSK
KITCHEN
POOL PUMP STORE
STORE ROOM
FEMALE TOILETS
MALE TOILETS
600X600mmWHITEPORCELAINTILES
600x600marblelightbeigefloortile
whiteplasconpaint
200x200nickybeigewalltile
WALLS
FINISHING SCHEDULE S 3.02
scale 1:25
alububbleskimmedceilingboard
12mmGYPSUMCEILINGBOARD
SKIMMEDPLASTERPAINTFINISH
CEILINGS CORNICE
75GYPSUMCOVECORNICE
SKIRTINGS
NOSKIRTINGS
75x18TIMBERVANISHEDFINISH
CILLS
plasteredbrickonedge
150x25CLAYTILESILL
tileskirting
ITEM
W.C.
SPECIFICATION
SANITARY WARE SCHEDULE S 3.03
scale 1:25
W.H.B
URINAL
SINK
NO. OF LOCATION
6 MALE TOILETS
FEMALE TOILETS
MALE TOILETS
FEMALE TOILETS
MALE TOILETS
KITCHEN
6
8
1
White Constantia Toilet
Front Flush, S TRAP
Product Code: BE1WH778
supplier - ctm
Avista Type Wall Mount basin
Product code CEQWH455
color - white
White Ben Urinal
Wall Mounted Urinal
Product Code: BE1WH500
Nouveau Single Sink - NVN611
800mm X 460mm, includes Waste
Product Code: FKNVN611
colour - natural steel finish
ITEM SPECIFICATION
TAPS
SHOWER TRAY
SHOWER traps
NO. OF LOCATION
MALE TOILETS
FEMALE TOILETS
MALE TOILETS
MALE TOILETS
7
2
2
Caserta Basin Mixer
Beautiful Design
Product Code: TVCS2640/CH
Square Shower Tray
900mm X 900mm Square Shower Tray
Product Code: PRSHTPBSQ900
Square Shower Trap
40mm, PVC Outlet
Product Code: TVW117
W.C. TRAPS Angle Valve 15mm x 15mm
Valves Used To Shut Off Water Suppl
Flexi Connector 350mm X 15mm
W.H.B trap Chrome Square Bottle Trap
32mm X 40mm
7 MALE TOILETS
FEMALE TOILETS
TRAPS KITCHEN1trap
E-Space Single Bowl Trap
Space Saving Sink Solution
MALE TOILETS
FEMALE TOILETS
6
Avista Sink Mixer Pillar Type
Modern German Design
Product Code: HGAV31802
1 KITCHEN
Chrome Bottle Trap - Urinal
40mm X 40mm
Urinal Flushing Valve & Tail Pipe
Fits All Top Inlet Urinals
URINAL trap MALE TOILETS8
soap dispenser 6 MALE TOILETS
FEMALE TOILETS
PART No: SD - 1
Manual Operated SOAP DISPENSER
Colour: White
Size: H240,W135,D95
Material: ABS
product code :FGDA12K89
Tolet paper holder Nicola Paper Holder
Stylish Spherical Design
Product Code: TVCH1825A
6 MALE TOILETS
FEMALE TOILETS
Paper towel dispenser ART No: PDFOLD STAINLESS STEEL RV
Stainless Steel Folded Hand Paper Dispenser
Colour: Stainless Steel
Size:H397,W294,D105
Material 430 Stainless Steel
Bottom hinged lid f
2 MALE TOILETS
FEMALE TOILETS
Shower caddy Brass 3 Level Shower Caddy
Product Code: TVWR4040
2
MALE TOILETS
2White standard pivot door
900 x 1859 mm door only
product code PRSHP5902
SHOWER DOOR
MALE TOILETS
SHOWER taps 2
MALE TOILETS
1
Shower head
murano shower mixer
product code TVMU1700/CH
color - stainless steel
MALE TOILETS
eco slim 1 function shower head
Product code TVSH1203/CH
2
towel rail norina double towel rail
product code TVCH1630/CH
MALE TOILETS
600x600nickybeigefloortile
600x600jerusalemivoryfloortile
200x200jerusalemivoryfloortile
C:UsersaaronDesktopsanTVAC1510-CH_1.jpg
C:UsersaaronDesktopsanconstantia-toilet.jpg
AARON KAIRA
DRAWN BY REV
A
DATE
27-10-2014
SCALE
1:100
STW3
DRAWING TITLE
SCHEDULES
PROJECT TITLE
WORKING DRAWINGS
NOTES
on
erf 14074
Chamberlain road
Cape Town
C:UsersaaronDesktopsanBSBALI3044.jpg
C:UsersaaronDesktopsanBE2WH500_1_5.jpg
C:UsersaaronDesktopsanFKNVN611_1_5.jpg
C:UsersaaronDesktopsanbasin-mixer-caseta.jpg
C:UsersaaronDesktopsanHGAV31802_1_3.jpg
C:UsersaaronDesktopsansq-hinge-stay_1.jpg
C:UsersaaronDesktopsanTVW117_1.jpg
C:UsersaaronDesktopsanWRPL022_1_6.jpg
C:UsersaaronDesktopsanTVWR4040_1.jpg
C:UsersaaronDesktopsanER1 Manual Soap Dispenser 1000ml.jpg
C:UsersaaronDesktopsanTVCH1825A_1.jpg
C:UsersaaronDesktopsanpdfold ss.jpg
C:UsersaaronDesktope801-_3_.jpg
C:UsersaaronDesktoptvsh1203.jpg
C:UsersaaronDesktoptvmu1700ch-copy.jpg
C:UsersaaronDesktopTVCH1630D_1.jpg

MALE TOILETS
ceramic tiles
SHOWER SHOWER
WHB
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL URINAL
BIC
S.O.P
reveals to be plastered and
painted as per finishing schedule
MALE TOILET PLAN RL 4.01
scale 1:25
200 x 200 mm wall tile as
per finishing schedule
23 mm wide aluminium capping
strip /tile divider as per finishing
schedule
WHB WHB WHB
5 mm wide aluminium
straight edge strip as
660130013001300
WC
WC
WC
5 mm wide aluminium
straight edge strip as
8008008001500
AA
C C
B
B
D
D
new w.c as per sanitary
specification
3900
wall mounted basins
as per sanitary schedule
new brick wall to be cladded
in feature wall cladding as specification
FE
FE
w1
03
w1
04
d2
01
d6
01
d2
03
d6
02
d6
03
FGL 95 000
KITCHEN
Jerusalem tiles
KITCHEN PLAN RL 4.01
scale 1:25
A
B
C
D
C
A
S.O.P
660
6002970
6001330
BD
300
10341034900
1450
sink
paper towel
dispenser
toilet paper
holder
toilet paper
holder
toilet paper
holder
1940
soap dispenser soap dispenser soap dispenser
soap caddy soap caddy
w3
01
shower headshower head
shower rail
KITCHEN ELEVATION B RL 4.02
scale 1:25
KITCHEN ELEVATION A RL 4.02
scale 1:25
KITCHEN ELEVATION C RL 4.02
scale 1:25
FFL FFL
FFL
plaster and paint as
plaster and paint as
75 mm skirting
as per finishing schedule
900
7579530
counter top
cupboard
cupboard
600
825
9005001025
eqeq
cupboard
cupboard
2100
cupboard
cupboard
void
sink
opening through wall
d3
04
w3
01
w3
01
drawer
drawer
drawer
drawer
9005001100
plug
plug
cupboardcupboard
cupboard cupboard cupboard cupboard
light switch
5001100
102 600
U/S of
wallplate
102 600
U/S of
wallplate
102 600
U/S of
ceiling
tiles
PLASTER AND PAINT
PLASTER AND PAINT
KITCHEN ELEVATION D RL 4.02
scale 1:25
FFL
S.O.P
cupboard
w3
01
sink
102 600
U/S of
wallplate
d3
04
PLASTER AND PAINT
granite counter top
to clientsspecification
AARON KAIRA
DRAWN BY REV
A
DATE
27-10-2014
SCALE
1:100
STW3
DRAWING TITLE
ROOM LAYOUT
RM 4.01
PROJECT TITLE
NOTES
FULL DOCUMENTATION
NEW SPORT AND
RECREATION

TOILET ELEVATION B RL 4.02
scale 1:25
TOILET ELEVATION C RL 4.02
scale 1:25
TOILET ELEVATION D RL 4.02
scale 1:25
toilet paper holded
3800
1500
d6
01
d6
02
d6
03
FFL
102 900
U/S of
wallplate
FFL
102 900
U/S of
wallplate
103 550
U/S of
wallplate
d2
01
FFL
102 900
U/S of
wallplate
urinal urinal
w1
03
w1
04
PLASTER AND PAINT
103 550
U/S of
wallplate
urinalurinalurinalurinal
1100
PLASTER AND PAINT
PLASTER AND PAINT
3200
S.O.P
900 x 300mm mirror
as per sanware schedule
TOILET ELEVATION A RL 4.02
scale 1:25
1850
FFL
300 500100030010003001000300500
900
2600
210
103 550
U/S of
wallplate
wall mounted basins
as per sanitary schedule
WALL PLASTER AND PAINTED
mirrormirrormirrormirror
soap dispenser soap dispenser soap dispenser
whb whbwhbwhb
showershower
900350600
1500
7300
paper towel
dispenser
soap caddy soap caddy
towel rail
Shower head Shower head
S.O.PS.O.P
PLASTER AND PAINT
tissue paper
dispenser
WHB
w1
03
soap dispenser
U/S of
door
02
102 100
d6
7330
200
200
900300
1200
900
100
200
AARON KAIRA
DRAWN BY REV
A
DATE
27-10-2014
SCALE
1:100
STW3
DRAWING TITLE
ROOM LAYOUT
PROJECT TITLE
NOTES
FULL DOCUMENTATION
NEW SPORT AND
RECREATION

ELEVATION F RL 4.02
scale 1:25
1503
1880 130
ELEVATION E RL 4.02
scale 1:25
d2
01
w1
03
PLASTER AND PAINT
PLASTER AND PAINT
w1
04
urinalurinalurinal urinal
102 900
U/S of
wallplate
103 550
U/S of
wallplate
102 900
U/S of
wallplate
103 550
U/S of
wallplate
whb
tissue paper
dispenser
towel rail
PLASTER AND PAINT
WHB
soap dispenser
PLASTER AND PAINT
FFL
FFL
600 x 32mm granite stone countertop
780 x 450 x16 mm thick melamine faced
chipboard door
melamine edging
16 mm melamine faced chipboard side panels
45 x19 mm melamine faced Sa pine
bearer fixed to underside of 32 mm
post-formed top with masonry and
standard wood screws
JOINT DETAIL 5.02.1
scale 1:5
16 mm chipboard shelves with melamine finish
to the top and white liner to the bottom and 15 mm
edging strips
110 brick wall
19 mm plaster
3 mm white hardboard backing
white surface exposed internally
JOINT DETAIL 5.02.4
scale 1:5
45 x 19 mm pine cleat fixed to wall with
nylon masonry and standard wood screws
3045
600 x 32mm granite stone
water resistant countertop
19 mm plaster
3 mm white hardboard backing
white surface exposed internally
silicone
5 mm grouting
200 x 200 splash back tiles
JOINT DETAIL 5.02.3
scale 1:5
45 x 19 mm pine cleat fixed to wall with
nylon masonry and standard wood screws
780 x 450 x16 mm thick melamine
faced chipboard door
16 mm chipboard shelves with melamine
finish to the top and white liner to the
bottom and 15 mm edging strips
4 mm ceramic tile skirting
75 x 19mm solid pine plinth painted
2 coats polyurethane enamel
JOINT DETAIL 5.02.2
scale 1:5
20
32
45
19
16
19
75
1645
20
cupboard
cupboard
cupboard
eqeq
cupboard
CUPBOARD JOINERY SECTION J 5.01
scale 1:10
16 19 512 19
3045353164532116745001647016515
refer to detail JD 5.02.1
AARON KAIRA
DRAWN BY REV
A
DATE
27-10-2014
SCALE
1:100
STW3
DRAWING TITLE
ROOM LAYOUT
JOINERY
PROJECT TITLE
NOTES
FULL DOCUMENTATION
NEW SPORT AND
RECREATION

Design Portfolio by Aaron Kaira

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