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AARON KAIRA
DESIGN PORTFOLIO
PORTFOLIO DIRECTORY
STEEL CONSTRUCTION
1TIMBER ROOF CONSTRUCTION
2COUNCIL SUBMISSION
3STAIRCASE CONSTRUCTION
4FULL DOCUMENTATION
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SECTION A-Ascale 1:100
540046005400
4600
4600
4600
4600
4600
4600
15400
2760
0
1200
1200
1200
1200
ROOF STRUCTURE PLANscale 1:100
1200 x 1200 x 300mmconcrete pad foundation
carpet on 25mm screed on100mm r/c floor slab t.e.don approved 250 micron dpm
brickwork projecting half brickfrom face of column
0.6mm ibr factory coatedgalvanied cladding fixed to125x50mm m/s ipe cladding railfixed to angles welded to 220 x165mm ipe m/s h/r i section column
0.5mm IBR factory coatedgalvanised roof sheetingon foil insulation(alu bubble)as specified on125x 75 mm IPE h/rm/s purlins @ 1200 c.c.s withgalvanised m/s strawing wires@600 c.c.s on 220 x 165mm IPE h/s m/si beam rafters at 4600 c.c.s
NORTH LIGHT
1000mm HIGH BALUSTRADE
0.5mm ibr factory coatedgalvanised roof sheetingon foil insulation(alu bubble)as specified on125x 75 mm ipe h/rm/s purlins @ 1200 c.c.s withgalvanised m/s strawing wires@600 c.c.s on 220 x 165mm ipe h/s m/si beam rafters at 4600 c.c.s
50x50x25mm ipe c/r m/s bracingto engineers detaiL
m/s strawing wires @ 600 c.c.sto 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 beamrafters of the north light
114x38mm timber floor on22mm sa pine plywood subflooringon 38 x 38 brandering at 400 c.c.son 150x38mm sa pine timberjoists @200 mm fixed to i beamc.c.s on 38x38mm brandering@ 400 c.c.s on shutter boardceiling plastered and painted
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AARON KAIRA
DRAWN BY REV
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PRIMARY STRUCTURE EXPLORATION
SECONDARY STRUCTURE EXPLORATION
TERTIARY STRUCTURE EXPLORATION
Portal frame factory coated steelmembers at 4600mm c.c.s bolted to stabcolumn on pad foundation
I beam rafters at 4600mm c.c.sgalvanized to factory standards weldedto I beam sections with gussets
GUSSET
Gable column
Rafter bracing fixed to I beam raftersfrom 1 portal frame to another in astructural bay
vertiacal bracing welded to angles fixedto I section rafters
Girt steel cladding rail bolted to I sectioncolumn at 1200mm c.c.s
I beam pulins on I section rafters fixedwith angles
Galvanized roof steel sheeting on foilinsulation on I beam purlins
Corrugated wall cladding fixed tocladding rail
Brick walling to form lower closure onbuilding
DATE14-04-2014
SCALE1:100 STW3
DRAWING TITLE
SECTION,ROOF STRUCTION PLANAND 3D DRAWINGS
PROJECT TITLE
STEEL STRUCTURES
NOTES
NO. REVISION/ISSUE DATE
I beam section column on padfoundation
I section on stab columnon stooling on pad foundation toengineers specifications
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DATE14-04-2014
SCALEN.T.S STW3
DRAWING TITLE
PART 1 BOTTOM SKYLIGHT DETAIL
PROJECT TITLE
STEEL STRUCTURES
NOTES
NO. REVISION/ISSUE DATE
0.5mm corrugated poly carbon sheetingskylight to engineers specifications fixedto angles
50 X 50mm IPE mild steel,hot rolledangles and 250mm c.c.s fixed to I beam
0.5 mm IBR factory coated galvanizedcill steel flashing and 0.5mm IBR factorycoated counter flashing overlappingflashing fixed to galvanized steel roofingand cladding rail
0.6mm IBR factory coated corrugatedgalvanised cladding nailed to clad railing@ 1200mm c.c.s
125x50mm ipe m/s c/r cladding rail@1200 c.c.s fixed to 75x75 angleswelded to i beam
Box section 75x75mm mild steel hotrolled IPE channels welded to formbeam section fixed to cladding rail and ibeam by angles
75mm Hardwoodtimber wedge on boxsection
0.5mm factory coated IBR galvanisedcorrugated roof sheeting on foilinsulation(alu bubble) on galvanizedpurlin
220X165mm factory coated galvanizedIPE mild steel ,hot rolled, I beam rafter@4600 c.c.s welded to I beam sectionwith gusset at corner junctions
PROCESS SKETCHES
BOTTOM SKYLIGHT DETAIL
0.6mm ibr factory coated galvanised wallcladding nailed to cladding rail fixed to isection beam
4mm foil insulation(alu bubble)asspecified on galvnised mild steelstrawing wires fixed at@600 max c.c.s on I section purlins
165x 85mm IPE mild steel,hot rolled Ibeam section welded to I beam rafter@4600mm c.c.s to engineersspecifications
22mm shutterboard factory treateddrywall fixed to cladding rail and I beamsection
50 X 50mm IPE mild steel,hot rolledangles and 250mm c.c.s fixed to I beam
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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STRIP SECTION 1
A
scale 1:20
114x38mm hardwood Sa pinetimber flooring nailed intoon 22 sa pine plywood subflooring
1200 x 1200 x 300mm in situconcrete pad foundation engineersspecifications
330 x 350mm finished box forpush up roller shutter with guage slats
0.6mm IBR factory coated cold rolled,mild steelgalvanied steel sheet cladding fixed to125x50mm m/s IPE cladding railfixed to angles welded to 220 x165mm ipe m/s h/r i section column
0.5mm IBR factory coatedgalvanized roof sheetingon foil insulation(alu bubble)as specifeid
STRIP SECTION 2scale 1:20
1
1200
1200
1200
1200
1200
1150
1253
3040
A
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PLAN SECTION A-Ascale 1:20
PALN SECTION B-Bscale 1:20
PLAN SECTION C-Cscale 1:20
PLAN SECTION D-Dscale 1:20
1
A
1
125x 75 mm IPE H/R M/S factorycoated galvanized purlins @1200 c.c.s fixed to I beam sectionsand bolted to 75x75mm lip channels
A
0.5mm IBR factory coatedgalvanized roof sheetingon foil insulation(alu bubble)as specifeid
Strawing wires @ 600 c.c.sfixed to c.c.s of purlins
Box gutter C/R factory coatedgalvanised as specified fixedto i beam sections
600 x 1000 mm concrete studcolumn on foundation
220x165mm I beam column IPEfactory coated and galvanised Mild steel,hot rolled bolted to base plate usingM16 bolts on concrete stud column
330 x 350mm finished box forpush up roller shutter with guage slats
600mm concrete stoolingto engineers specification
150x38mm sa pine timberjoists @400 mm fixed to i beamc.c.s on 38x38mm brandering @ 400 c.c.son shutter board ceiling plastered and painted
280mm cavity wall brickwork projecting half brickfrom face of column
Carpet to clients specification on 25 screedon in situ concrete slab
1200 x 1200 x 300mm in situconcrete pad foundation engineersspecifications
600mm concrete stoolingto engineers specification
3mm window in 44mm aluminumwindow frame fixed to channels
345mm Box gutter factory coated galvanized to specificationson I beam section and fixed to channels
0.6mm corner counter flashing factorycoated and galvanized and fixed to gutterand steel sheet roofing
125x50mm clad railing(girt) factorycoated and galvanized @1200 c.c.sbolted to angle welded to I beam section
165x110mm I beam factory coated galvanizedto meet engineer standards fixed with angles and weldedto I section at FFL level
Gusset IPE factory coated and galvanized mildsteel welded to I section and I beam rafter
38x38mm hardwood timber brandering @450mm c.c.son timber joists
22mm plywood wall cladding fixed to channels
0.6mm IBR corner flashing factory coatedgalvanized and nailed to roof sheeting
M16 bolts on base plate on groutbolted to concrete stab
220x165mm I beam column IPEfactory coated and galvanised Mild steel,hot rolled to engineers specifiactions
Gusset IPE factory coated and galvanized mildsteel welded to I section and I beam rafter
0.6mm IBR factory coated cold rolled,mild steelgalvanied steel sheet cladding fixed to125x50mm m/s IPE cladding railfixed to angles welded to 220 x165mm ipe m/s h/r i section column
114x38mm hardwood Sa pinetimber flooring nailed intoon 22 sa pine plywood subflooring
3mm window in 44mm aluminumwindow frame fixed to channels oncill flashing
0.6mm IBR cill flashing and counter flashingfactory coated galvanized
0.6mm IBR corner flashing factory coatedgalvanized and nailed to roof sheeting
165x110mm I beam factory coatedgalvanized to meet engineer standardsfixed with angles and weldedto I section
150x38mm sa pine timberjoists @200 mm fixed to i beamc.c.s on 38x38mm brandering @ 400 c.c.son shutter board ceiling plastered and painted
38x38mm hardwood timberbrandering @400mm c.c.son timber joists22mm plywood sub flooring
280mm cavity wall brickwork projecting half brickfrom face of column
Butterfly wall tie and every 4 brick course
330 x 350mm finished box forpush up roller shutter with guage slats
1200 x 1200 x 300mm in situconcrete pad foundation engineersspecifications
125x50mm clad railing(girt) factorycoated and galvanized @1200 c.c.sbolted to angle welded to I beam section
600 x 1000 mm concrete studcolumn on foundation
Strawing wires @600mm c.c.s fixed toI beam purlins
25mm screed on in situ 100mmconcrete slab to engineer specification
0.6mm IBR flashing factorycoated and galvanized nailed toroof sheeting
220x165mm IPE I beam rafter mildsteel hot rolled factory coatedgalvanized @4600mm c.c.s fixed to I section
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AARON KAIRA
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DATE14-04-2014
SCALE1:25 STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STEEL STRUCTURES
NOTES
NO. REVISION/ISSUE DATE
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AARON KAIRA
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DATE20-06-2014
SCALE1:501:20 STW3
DRAWING TITLE
DETAIL SECTION,ROOFSTRUCTURE PLAN,DETAILS
PROJECT TITLE
TIMBER ROOF
NO. REVISION/ISSUE DATE
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 standardfactory requirements at engineers detailTimber purlins 75 x 50mm @ 1200 c.c.s treated to standard factoryrequirements to meet engineers detail
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1200 1200 1200
ROOF STRUCTURE PLANscale 1:50
A
A
120012001200 12001200 12001200 1200
22 x 100mm timber ceilingboards fixed on timberrafters and factory treated tospecifications
0.5mm IBR factory coatedgalvanised roof sheetingon rigid board foil insulationas specified
50 x 75mm timber purlins@1200 c.c.s fixed totimber rafters
50 x 405mm timber box beam.standard timber member -50 x 75mm fixed to 22mmOSB to form beam
8200
94 x 405mm prefabricated timber box beam.standard timber members -50 x 75mm timber fixed to 22mmOSB to form beam
13200
50 x 150mm mild steel,cold rolled hollow section@2400 c.c.s intervalsfixed in between timberrafters
M50 x 97mm timber purlincut from a 50 x 114 mm timbermember
SECTION A-A
0.5 mm IBR factory coatedgalvanized steel sheeting on50 x 75mm timber purlins onrigid board insulation.
scale 1: 20
61 2 3 4 5 7 8
LIVING ROOM
7.51.5
9 10
REFER TODETAIL 1
REFER TODETAIL 2
REFER TODETAIL 3
225 x 50 mm timber rafters@1200 c.c.s fixed through97 x 405 mm prefabricatedtimber box beam.
97 x 405mm timber box beam @600 c.cs on150 x 50 mm hollow steel section@2400mm c.c.s IPE factory coatedgalvanized
12°
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AARON KAIRA
DRAWN BY REV
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DATE20-06-2014
SCALE1:5 STW3
DRAWING TITLE
DETAIL SECTION,ROOFSTRUCTURE PLAN,DETAILS
PROJECT TITLE
TIMBER ROOF
NOTES
NO. REVISION/ISSUE DATE
Timber roof structure to follow sans 10400 regulations. all to engineers detail.
Timber rafters 250 x 50mm @ 1200 c.c.s treated to standardfactory requirements at engineers detailTimber purlins 75 x 50mm @ 1200 c.c.s treated to standard factoryrequirements to meet engineers detail
225x 50 mm hardwood timber rafter @ 1200 c.c.s fixedthrough box beam on hollow steel section
75 x 50 timber purlin @ 1200 c.c.s 0.5 mm IBR factory coated galvanizedsteel roof sheeting
50 x 405mm prefabricated timber boxbeam on hollow steel sectionrigid board insulation with foil insulation
to engineers detail
22 x 100mm timber ceilingboards fixed ontimber rafters
DETAIL 1 - SECTION THROUGH ROOFscale 1:5
DETAIL 2 - SECTION THROUGH WINDOW AND LEAN TOscale 1:5
DETAIL 3 - SECTION THROUGH GUTTERscale 1:5
vertical D.P.C
galvanized steel cover counter flashing
galvanized steel headwall flashing
roofing screw with galvanized steelwasher and suitable rubber or plastic washer
galvanized steel closer
50 x 75 mm hardwood timber purlin @1200 c.c.sfixed to timber rafters, factory treated tospecifications
50 x 114mm hardwood timber rafters @1200 c.c.sfixed to masonry wall, factory treated tospecifications
38mm hardwood timber joists nailed to timber raftersand 38 x 38mm batterns, factory treated tospecifications
weephole
330 x 280 mm Precast reinforced concrete lintelto 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 sill125 x 15 clay tile sill
50 x 150 mm mild steel ,hotrolled steel hollow section@2400 c.c.s ,factory coatedgalvanized 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 ingalvanized steel roof sheeting
110 x 75mm square profile pvc gutter with75 x 75 mm downpipes fixed to 230 x 32 mmfibre cement board
0.5 mm IBR factory coated galvanizedsteel roof sheeting on insulation
roofing screw with galvanized steelwasher and suitable rubber or plastic washer
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 fixedto wall
38mm hardwood timber joists nailed to timber raftersand 38 x 38mm batterns, factory treated tospecifications
50 x 75 mm hardwood timber purlin @1200 c.c.sfixed to timber rafters, factory treated tospecifications
50 x 114mm hardwood timber rafters @1200 c.c.sfixed to masonry wall, factory treated tospecifications
rigid board insulation with foilinsulation to specific detailbeam fill
50 x 75 mm hardwood timber purlin @1200 c.c.sfixed to timber rafters, factory treated tospecifications
225 x 50 mm hardwood timber rafter @ 1200 c.c.sfixed through box beam on hollow steel section
roofing screw with galvanized steelwasher and suitable rubber or plastic washer
0.5 mm IBR factory coated galvanizedsteel roof sheeting on insulation
50 x 97mm timber purlin @1200 c.c.scut from a standard 50 x 114 mm timbermember
50 x 405mm prefabricatedtimber box beam on hollow steel section.standard timber member -50 x 75mm fixed to 22mmOSB to form beam
rigid board insulation with foilinsulation to specific detail
22 x 100mm timber ceilingboards fixed on timberrafters and factory treated tospecifications
114 x 38 mm timber lintel
50 x 150 mm mild steel ,hotrolled steel hollow section@2400 c.c.s ,factory coatedgalvanized to specifications
50 x 75 mm hardwoodtimber purlin @1200 c.c.sfixed to timber rafters,factory treated tospecifications
50 x 75 mm hardwood timber purlin @1200 c.c.sfixed to timber rafters, factory treated tospecifications
55 x 44 mm timber window frame sill
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SOUTH ELEVATIONscale 1:100
NORTH ELEVATIONscale 1:100
87 000
NGL
93 400
124 000
100 000
FIRST STOREY PLANscale 1:100
DINNING ROOMpolished concrete
280 110 16400
5600
COURTYARDgrass
KITCHENpolished concrete
6780
280 3143 110 857 110 2000 280280
280 6220 280
280
1230
110
3780
280
280
1230
110
2670
110
1000
280
4110
EN-SUITE 1 tiles
EN-SUITE 2 tiles
BEDROOM 2polished concrete
GROUND STOREY PLANscale 1:100
A
5600
280 280360
LIVING ROOMpolished concrete
PASSAGEpolished 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
DECKtimber
1000mm high balustradeas per SABS 10400
STAIR NOTES19R @ 190treads 270
STAIR NOTES19R @ 190treads 270
STAIR NOTES19R @ 190treads 270
shower
shower
w.c
w.c
whb whbw.c
whb
23280
stove
sink
110 1990 280
STOEPgrass
BIC
110
928
280
5680
to municipalsewer connection
BEDROOM 2
BEDROOM 1LIVING ROOM DINING ROOM KITCHEN
SECTION A-Ascale 1:100
ELECTRICAL LAYOUT FIRST STOREYscale 1:100
ELECTRICAL LAYOUT GROUND STOREYscale 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
10°
corrugated profile M/S sheeting @ 10° pitch on
foil insulation as specified on 75x50mm purlins@ 1200 max c.c.s. Board insulation between purlins as specified onprefabricated 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 specificationof 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
700x230mmconc. strip foundationto engineers detail
Single length corrugated profile M/S sheeting on 5°
pitch, on 75x50mm purlins @ 1200 max c.c.ssize and specification of roof strictlyaccording to manufacturers spec.All to engineers verification
10
2
5
°
30
700 x 1500
2000 X 3000 700 x 2000
2000 X 2450
NGL
FGL
BOUNDARY WALL
700 x 2000
100 180 GFL
STAIR NOTES19R @ 185treads 270
grass
F.G.L 100 180
100Ø stack 2 100Ø stack 1100Ø stack 3
100Ø stack 3
F.G.L 100 180
FALL
DISTANCE
DEPTH
INVERT LEVEL
COVER LEVEL
new 110mm Ø pvc soil pipe encased in concrete
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 SECTIONscale 1:100
F.F.L 102 400
F.G.L 99 560
DINNING ROOMCOURTYARD
grass
KITCHEN
EN-SUITE 1
EN-SUITE 2
BEDROOM 2
BEDROOM 1
LIVING ROOM
PASSAGEpolished 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
DECKtimber
stove
sink
STOEPgrass
BIC
existing tree
2100
1000
2100
2800 21
00
124 000FFL
100 180 GFL
87 000
99 560
NGL
FGL93 400
FGL
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail
Floor finish on min 35 screed on75mm conc. slabon 250 micron dpm on 150 mmwell compacted clean fillto eng. spec
15
280 mm IPE I beam sectionhot rolled M/S with galvanizedfactory coating all to engineersdetail
CALCULATIONSGROUND 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 ongable walls @ 2100 c.c.s to complywith SANS 10400 specifications and all to engineers verification
Single Plug
Double Plug
IE RE
280 5840 440
1200 mm Translucent windowglazing on guest toilet
R.C slab and beams to engineers detail
STAIR NOTES19R @ 190treads 270
114 x 38mm timber on35mm screed
Single length corrugatedprofile,factory coated M/S
sheeting at 5°
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail PLASTER AND PAINT
PLASTER AND PAINT
D.P.C WEEP HOLE
COURTYARD
Single length corrugated profile,factory coatedM/S sheeting at 15°
Corrugated profile,factory coatedM/S sheeting at 10°
Corrugated profile,factory coatedM/S sheeting at 30°
PD 4
EAST ELEVATIONscale 1:100
WEST ELEVATIONscale 1:100
N
4362
6293 9507
23280
2806000280
Sin
gle
leng
th c
orru
gate
dpr
ofile
,fact
ory
coat
ed M
/Ssheeting at 15°
110 12805390
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail
SECTION B - Bscale 1:100
F.G.L 93 400
2400
3000
970
2300
2670
900
795
647
2600
2600
5297
100 180GFL
F F F F
900
s
220W External Wall Light
10°
10
2
5
°
30
15
RE
whb
wc
shr
124 000FFL
100 180 GFL
87 000
99 560
NGL
FGL93 400
FGL
102206500
Floor finish on min 35 screed on75mm conc. slabon 250 micron dpm on 150 mmwell compacted clean fillto eng. spec
corrugated profile M/S sheeting @ 30° pitch on
foil insulation as specified on 75x50mm purlins@ 1200 max c.c.s. Board insulation between purlins asspecified on prefabricated gangnail trusses@ 760 mmmax c/c, fixed to 114x38mm wallplates & anchored intobrickworkwith 30x2mm x 1,2m galvanised hoopirons built into wall for min of 600mm underlay to sabsstandard(250 micron).all roof timber to be sa pine treated.size and specificationof roof strictlyaccording to manufacturers spec.All to engineers verification
2270
10°
10
2
5
°
30
15
124 000FFL
100 180 GFL
87 000
99 560
NGL
FGL93 400
FGL
corrugated profile M/S sheeting @ 30° pitch on
foil insulation as specified on 75x50mm purlins@ 1200 max c.c.s. Board insulation between purlins asspecified on prefabricated gangnail trusses@ 760 mmmax c/c, fixed to 114x38mm wallplates & anchored intobrickworkwith 30x2mm x 1,2m galvanised hoopirons built into wall for min of 600mm underlay to sabsstandard(250 micron).all roof timber to be sa pine treated.size and specificationof roof strictlyaccording to manufacturers spec.All to engineers verification
STAIR NOTES19R @ 190treads 270
1000mm high balustradeas per SABS 10400
B
A A
B
BEDROOM 1polished concrete
F.G.L 93 400 SITE PLANscale 1:200
PROPOSED NEW DWELLING
CHAMBERLAIN ROAD
site
bou
ndar
y 5.
6m
site boundary 27.5m
erf14075
erf14073
MUNICIPAL SEWERCONNECTION
3m BUILDINGLINE
erf14074
90 m to MOUNTAIN ROADintersection
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 ofAll 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 from100mmØ Fullbore outlets to discharge into PVC downpipes cast into
must comply with Structural Engineer's spec. and details.
to Engineer's specification.
ROOF:- 30° pitch & 10° pitch & 5° slope
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.
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 Anodised aluminium or epoxy powder coated. Colour to later spec.
f.f.l., to be SABS approved safety glass.
SLIDING AND SLIDING FOLDING DOORS
AARON KAIRA
DRAWN BY REV
A
DATE15-08-2014
SCALE1:100 STW3
DRAWING TITLE
SITE PLAN,PLAN,SECTIONS,ELEVATIONS,DRAINAGE,ELECTRICAL
PROJECT TITLE
COUNCIL SUBMISSION DRAWINGS
NOTES
NO. REVISION/ISSUE DATE
Proposed new dwellingonerf 14074Chamberlain roadCape Town
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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AARON KAIRA
DRAWN BY REV
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DATE29-09-2014
SCALE1:20 STW3
DRAWING TITLE
3D EXPLORATION
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
3D EXPLORATION (part M)
12
3
45 6
STRUCTURAL DIAGRAMS
3D EXPLODED VIEW
IPE H section column bolted to concrete floor with steelplate on a grid laid out to the support the steel membersof 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 sectionwhich 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 systemis bolted to the steel stringer
Glass balustrade is clamped into thesteel balustrade support
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications. The staircase is detailedaccording to part M of the SANS10400.The trends,risers and balustrade adhere to the minimumrequirements
vertical rise is less than 3 m between landings.
1000 mm high balustrade
IPE Chamfered I beam mild steel hot rolled factory coatedgalvanized to engineers specification support
steel stringer cantileveredfrom chamfered beam and steel H sections
steel and glass balustrade
Steel channel sections @1200 c.c.s mild steelcold rolled factory coated galvanized bolted toH section columns to support timber landing
IPE mild steel hot rolled H section columnsfactory coated galvanized
400mm wide tread x 180 mm highwith 25mm overlapriser meets the minimum requirements
continuous handrail after 5 steps
2000mm landing to providesufficient space for circulation
SANS10400 PART 4 COMPLIANCE
4.2.2 Any landing serving two flights in the same straight line shalla) have a length of not less than 900 mm, andb) 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 ofsuch landing is not less than that of such door. The position of the door relative to the landing andits direction of opening shall be such that it does not obstruct the flow of persons on the stairwaywhen 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 thestairway does not have solid risers, each tread shall overlap the next lower tread by not less than25 mm
4.3 Prevention against falling
4.3.1 Any flight of steps which contains more than three risers shall have protection on both sidesprovided by a secure wall, screen, railing or balustrade which shall be not less than 1 m high and soerected 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 a100 mm diameter ball; provided that such protection in any occupancy that is not an occupancyclassified as E2, E3, E4, H1, H2, H3, H4 or H5 shall consist of at least a handrail and one other railmidway 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 onecontinuous handrail extending the full length of such flight, provided that this requirement shall notapply to any building classified as H4, or within individual dwelling units in an occupancy classifiedas H3.
1500
1300
1300
ANTHROPOMETRICS
180
400
25
1500
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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 PLANscale 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
815
815
4550
A
A
B BELEVATOR
LVL 2160
C C
1500
1000
STAIR NOTES400mm TREADS X 11 = 4400 @ 180mm risers400 x 50 timber treads screwed to steel plate basesupport angles
5mm safety glass balustrade clamped with steelglass clamber screwed to steel balustrade support
Ø50 mm timber handrail factory coated laminated
fixed to steel dowel welded to steel balustradesupport to engineers specifications
280 mm chamfered IPE I beam mild steel hot rolledfactory coated galvanized to engineers specification
1125
1125
1125
790
340
20003000 3000
400mm TREADS X 16 = 6400 @ 180mm risers400 x 50 timber treads screwed to steel plate basesupport angles
AARON KAIRA
DRAWN BY REV
A
DATE29-09-2014
SCALE1:20 STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications. The staircase is detailedaccording to part M of the SANS10400.The trends,risers and balustrade adhere to the minimumrequirements
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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SIDE ELEVATIONscale 1:20
NGL
FFL
2160
815
LVL
5220
2160
200mm IPE H-section mild steel hot rolled galvanizedfactory coated to engineers specifications
2
5
°
815
2
5
°
1213
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
3321
1300 mm high steel balustrade @815mm c.c.sfactory coated galvanized with 5mm safety glass balustradeclamped with steel glass clamber screwed tosteel balustrade support
200 x 60 mm channel stringer mild steel coldrolled and factory coated galvanized to engineers specification
200 x 60 mm channel steel stringer coldrolled and factory coated galvanized
2880
16 timber treads x 180 mm risers = 2880 mm
1125
1125
1125
AARON KAIRA
DRAWN BY REV
A
DATE29-09-2014
SCALE1:20 STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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SECTION A-Ascale 1:20
SECTION B-Bscale 1:20
NGL
200mm IPE H-section mild steel hot rolled galvanized andfactory coated and bolted to concrete floor with steel plate to engineers specifications
REFER TO DETAIL4
A DB C
280mm chamfered IPE I beam mild steel hot rolled andfactory coated galvanized bolted to steel hollow sectionbolted to H section columns to engineers specification
23 1
1
2
3
4
5
6
7
8
9
10
11
1000
1870
1000
REFER TO DETAIL 2
REFER TO DETAIL 3
2
5
°
5 mm frame-less safety glass balustrade clamped to 50 mmstainless steel glass clamp screwed to steel balustradesupport bolted to 200 mm steel channel stringer
200mm channel mild-steel cold rolledfactory coated galvanized bolted to concretefloor with steel base plate
280
200mm steel hollow section mild steel hot rolled and factorycoated galvanized prefabricated and welded to steel stringerthen bolted to H section columns
114x50mm hardwood Sa pinetimber flooring on steel stringerand hollow section
4
REFER TO DETAIL 5
LVL2160
1000
5 mm frame-less safety glass balustrade clamped to 50 mmstainless steel glass clamp screwed to steel balustradesupport bolted to 200 mm steel channel stringer
1500 5000 1500
1200 2000 1200
200 x 200 mm H section column mild steel hot rolled factorycoated galvanized with steel plate bolted to concrete floor toengineers specifications
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
1800 1800
8000
220 mm x 220 mm hollow section mild steel hot rolledfactory coated galvanized running through steel stringer
1980
11 timber treads x 180 mm risers = 1980 mm
AARON KAIRA
DRAWN BY REV
A
DATE29-09-2014
SCALE1:20 STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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SECTION C-Cscale 1:20
NGL
A DB C
LVL2160
2160
200mm steel hollow section mild steel hot rolled and factorycoated galvanized prefabricated and welded to steel stringerthen bolted to H section columns
200mm channel stringer mild-steel cold rolledfactory coated galvanized bolted to concretefloor with steel base plate
280 x 150 mm chamfered IPE I beam mild steelhot rolled factory coated galvanized with prefabricatedcut out at for hollow section and channelstringer to engineers specifications
1000
3215
200mm IPE H-section mild steel hot rolledgalvanized factory coated to engineers specifications
5 mm frame-less safety glass balustrade clamped to 50 mmstainless steel glass clamp screwed to steel balustradesupport bolted to 200 mm steel channel stringer
815 815 815 815 815
200 x 60 mm channel section steel stringerbolted to I beam and steel stringer
AARON KAIRA
DRAWN BY REV
A
DATE29-09-2014
SCALE1:20 STW3
DRAWING TITLE
PLAN AND SECTIONS
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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DETAIL 2scale 1:10
A
A
scale 1:10SECTION A-A
SECTION B-Bscale 1:10
27
DETAIL 1scale 1:10
35mm concrete screed to engineers specifications
600 x 600x 4 mmceramic tile
150 mm concrete floor/down-stand beamto engineers specification
200 x 60 mm channel steel stringer coldrolled and factory coated galvanized
5 mm Steel plate mild steel factory coated galvanizedwelded to channel stringer bolted to in situ concretefloor with M16 bolt to engineers specification
B B
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
Ø50 timber handrail Sa pine fixed to steel balustrade to engineers specifications
200 x 60 mm channel steel stringer coldrolled and factory coated galvanized
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
5 mm safety glass to engineers specification clamped to stainless steel clamp
100 x 100 x 5 mm angle mild steel hot rolledfactory coated galvanized bolted to channelstringer with M10 boltsteel plate mild steel hot rolled factory coatedgalvanized with M16 bolt fixing
114 x 50 mm timber Sa pine flooringfactory treated laminated to engineers specifications
Ø50 mm circular bottom stainless stain rail
welded to steel balustrade by connecting junction to engineers specification
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
5 mm safety glass factory treated to engineersspecification clamped to stainless steel clamp
50 x 50 mm stainless glass clampsscrewed to steel balustrade supportto engineers specifications
Ø60 timber handrail Sa pine fixed
to steel balustrade to engineers specifications
Ø60 mm circular bottom stainless steel rail factory coated galvanized
welded to steel balustrade by connecting junction to engineers specs
200 x 60 mm channel steel stringer mild steel coldrolled and factory coated galvanized to engineers specificatio
100 x 100 x 5 mm angle mild steel hot rolledfactory coated galvanized bolted to channelstringer with M10 bolt
5 mm safety glass factory treated laminated fixed together with silicone based adhesiveat corner edges to engineer specifications
Ø50 mm bottom stainless stain handrail
fixed to steel balustrade by connecting junction50 x 50 mm stainless glass clampsscrewed to steel balustrade supportto engineers specifications
1300
900
1
4
2
3
C
C
DETAIL 4scale 1:10
DETAIL 5scale 1:10
DETAIL 3scale 1:10
200 x 1700mm hollow section mild steel hotrolled factory coated galvanized welded to steelchannel stringers and bolted to H section columnswith M16 with steel plate
280 x 150 mm chamfered IPE I beam mild steelhot rolled factory coated galvanized with prefabricatedcut out at for hollow section and channelstringer to engineers specifications
200 x 60 mm channel steel stringer coldrolled and factory coated galvanized
200mm IPE H-section mild steel hot rolledgalvanized factory coated to engineers specifications
M16 bolt at steel plate
114 x 50 mm timber Sa pine flooringfactory treated to engineering specifications
DD
M16 steel bolts on steel base plate
M16 steel bolt on steel plate
200 x 60 mm channel steel stringer mild steel coldrolled and factory coated galvanized to engineers specificatio
Steel horseshoe support mild steel cold rolledfactory coated galvanized to engineers specification
M16 steel bolt on steel plate
1400 x 120 mm steel base plate angle treadsupport mild steel hot rolled factory coatedgalvanized to engineers specifications
1500x 400 x 50 mm timber tread Sa pine factory treatedto engineers specifications
200 x 60 mm channel steel stringer mild steel coldrolled and factory coated galvanized toengineers specifications
10mm gypsum ceilingboard fixed to steel stringer
50 mm Angle mild steel hot rolled factorygalvanized to engineers specifications
1
2
SECTION D-Dscale 1:10
SECTION C-Cscale 1:10
2
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
5 mm safety glass factory treated to engineers specification
1500x 400 x 50 mm timber tread Sa pine factory treatedto engineers specifications1400 x 120 mm steel base plate angle tread support mild steelhot rolled factory coated galvanized to engineers specifications
Stainless steel screw factory treated into steel plate into timber tread
M16 steel bolt on steel plate
200 x 60 mm channel steel stringer coldrolled and factory coated galvanized
1300 x80 x 5 mm steel balustrade @815mm c.c.s mild steelhot rolled prefabricated factory coated galvanized
5 mm safety glass factory treated to engineers specification
1400 x 120 mm steel base plate angle tread support mild steelhot rolled factory coated galvanized to engineers specifications
1500x 400 x 50 mm timber tread Sa pine factory treatedto engineers specifications
50
40 40
80
100
180
25
400
50
Ø5 steel dowel welded to steel balustrade and
fixed through timber handrail to engineers specifications
1300
100
1000 80
0
AARON KAIRA
DRAWN BY REV
A
DATE29-09-2014
SCALE1:10 STW3
DRAWING TITLE
DETAILS
PROJECT TITLE
STAIRCASE
NOTES
NO. REVISION/ISSUE DATE
The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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MEZZANINE ABOVE
NEW HALL AND RECEPTIONtiles37 m²
N
FIRST STOREY PLAN LO 1.03
scale 1:100
GROUND STOREY PLAN LO 1.03
scale 1:100
NEW CANOPY COVERED WALKWAY
FEMALE TOILETStiles20 m²
POOL PUMP STOREtiles18 m²
MALE TOILETStiles29 m²
STOREtiles20.6 m²
COVERED WALKWAYconcrete
SPORT ROOMtiles30 m²
DOUBLE VOLUME26m²
OFFICEtiles12 m²
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
KITCHENtiles9 m²
12
6
345
789
101112131415
Stair notes270 mm tread x 180 mm riser15 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
100Ø stubstack 1 2w-w
280 1840 280 900 110 900 110 5220 280
280 1760 2480 280 2200 2480
270
3400 3300 3280
22140
28028
0
123456
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
KIOSKtiles35 m²
to municipal sewer connection
RE
100Ø stubstack 2 2w-w 100Ø stubstack 3 2w-w
FGL 99 500
FGL 99 500
FGL 95 000
w6 01
FFL 102 750
RE
SINK
100Ø stubstack 4
2w-w
C
A
280 6220 280 1940 110 2350 220 1450 280 5200 280 1940 110 4030 280
25000
280
4095
280
2940
280
7895
280
900
110
900
110
900
110
900
110
WC
WC
WC
WC
WC
WC
d1 01
1370
280
3530
280
485
280
540
280
640
280
8520
210280
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
280
1430
280
1080
280
2170
280
2160
280
8240
280
2740
110
1760
280
2790
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
4970
2990
4970
100Ø stubstack 5
2w-w
2990
3550
280 280 280 280 280280 280
3550 3610
280 x 280 mm in situ concretecolumn to engineers specification
concrete paving walkway
cbd cut through walk
concrete countertop toengineers specifications
concrete countertop toengineers specifications
22140
280 1760 280 8266 280 9270 220 1220280
280
C
A
B
FGL 100 150
setting out point
scale 1:200SITE PLAN LO 1.01
SITE BOUNDARY 68000mm
erf 83402
CAPRICORNSTREET
40 m to Harrisonroadintersection
erf 83405
to municipal sewer connection
SIT
E B
OU
ND
AR
Y 3
7000
mm
5 m Buildingline
5 m Buildingline
PROPOSED NEW DWELLING
100.00095.00094.50094.00093.50093.00092.500
vehicle andpedestrian Access
existing trees
concrete paving
45005000
5000
5000
5000
7300settingout point
Foundations to Engineers specification.
one coats to later spec. Bathrooms to be tiled.
Vertical DPC to all openings on cavity wall externally.and to be layed to manufacturer's specification.All DPM's and DPC's to be of high quality and SABS approved
External Finish: One coats smooth plaster and painted min. 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.
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
LAYOUT DRAWINGSLO 1.01SITE PLANLO 1.02 FLOOR PLANS
PROJECT TITLE
FULL DOCUMENTATION
NOTES
NO. REVISION/ISSUE DATE
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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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 ROOMtiles
DOUBLE VOLUME
SHOWER SHOWERWHBWHB WHBWHB
12
6
345
789
101112131415
123456
SINK
d
d
d
D.B
H.W.C
MEZZANINE ABOVE
NEW HALL AND RECEPTIONtiles37 m²
FEMALE TOILETStiles20 m²
POOL PUMP STOREtiles18 m²
MALE TOILETStiles29 m²
STOREtiles20.6 m²
COVERED WALKWAYconcrete
KITCHENtiles9 m²
FGL 100 150
FGL 100 150
KIOSKtiles35 m²
FGL 99 500FGL 99 500
FGL 95 000
FGL 99 500
FGL 99 500
FGL 100 150
SPORT ROOMtiles30 m²
OFFICEtiles12 m²
FFL 102 750
FFL 102 750
Elec notes:all socket outlets to be at 350mm AFFLunless otherwise indicated
light switches at 1200mm AFFL T.M.Eunless otherwise indicated
all electrical work carried out byprofessional electrician
all outside fittings to be waterproof
30001610 1610
2050
2050
400
2450
960 1950 2570 600
1000
1000
740120012001200
1100 3121 1100 960 2660 1300
445
1186
3493
470
970
900
2400
1470
1750 3550 3550 1750
1700 1950 2050
5243 1750 1750 3550 3550
400
1060
1500
750
3450
3000
1780
1600
2400
4300
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
1200
1200
1200
1200
1200
1200
1200
225 X 49 mm timber rafter Sa pine@ 1200 mm c.c.s factory treated toengineers specifications
1200
9600
bubble foil insulation and ceiling toengineers specification
75 x 50 mm timber purlin SA pine @1200 mm c.c.s factory coated toengineers specifications
PROPOSED NEW DWELLING
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 beamfactory treated on undersideof rafters on concrete columns
0.5mm IBR factory coatedgalvanized roof sheeting side metal cappingon insulation as specifiedby engineers specification
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
C
A
B
Foundations to Engineers specification.
one coats to later spec. Bathrooms to be tiled.
Vertical DPC to all openings on cavity wall externally.and to be layed to manufacturer's specification.All DPM's and DPC's to be of high quality and SABS approved
External Finish: One coats smooth plaster and painted min. 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.
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
LAYOUT DRAWINGSLO 1.06 Electrical layoutLO 1.02 ROOF PLAN
PROJECT TITLE
FULL DOCUMENTATION
NOTES
NO. REVISION/ISSUE DATE
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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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
FFL99.580
NGL100.000
FGL100.150
F F F F
PLASTER AND PAINT
PLASTER AND PAINT
PLASTER AND PAINT
PLASTER AND PAINT
FFL102.800
U/S of beam107.000
NGL99.400
PLASTER AND PAINT
FACEBRICK
NGL99.400
FACEBRICK
7°
NGL100.000
GFL100.150
FFL102.800
FFL99.580
FFFFFFFFF
NGL99.400
FFL99.580
FACEBRICKFACEBRICK
F
NGL100.000
GFL100.150
F
F
F
F
F F
7°
7°
7°
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 ofwallplate
102 930
U/S ofwallplate
103 550
U/S ofwallplate104 000
U/S ofwallplate
d2 03
w3 01
U/S of beam105 600
107 200
U/S ofwallplate
102 900
U/S ofwallplate
w8 01
w9 01
w7 01 w6
01
w10 01
w11 01
d2 03
d1 01
U/S of beam105 600
107 200
U/S ofwallplate
PLASTER AND PAINT PLASTER AND PAINT
U/S of beam105 .600
U/S ofwallplate106 000
5300
U/S ofwallplate106 000
U/S ofwallplate106 000
102 400
U/S ofwallplate
A CB
timber screenshades fixed totimber purlin
timber screenshades fixed totimber purlin
timber screenshades fixed totimber purlin
timber screenshades fixed totimber purlin
Foundations to Engineers specification.
one coats to later spec. Bathrooms to be tiled.
Vertical DPC to all openings on cavity wall externally.
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.
must comply with Structural Engineer's spec. and details.
to Engineer's specification.
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.
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
LAYOUT DRAWINGSLO 1.04
PROJECT TITLE
NOTES
NO. REVISION/ISSUE DATE
FULL DOCUMENTATION
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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SECTION A-A LO 1.05
scale 1:50
SECTION B-B LO 1.05
scale 1:50
100 000NGL
1000 x 840 mm mass concretepad foundation to engineersspecification
280mm cavity non load bearingwall on concrete raft foundation
100 mm concrete pavingon well compacted hardcore
weephole and dpc
0.5 mm corrugated profile M/S sheeting @ 7° pitch
as specified on 75x50mm purlins@ 1200 max c.c.s. Bubble foil insulation used as ceilingskimmed on underside between purlins as specified onprefabricated rafters @ 900 mm max c/c,fixed to 114x38mm wallplates & anchored into brickworkwith 30x2mm x 1,2m galvanised hoopirons built into wallfor min of 600mm underlay to sabs standard(250 micron).all roof timber to be sa pine treated.size and specificationof roof strictlyaccording to manufacturers spec.All to engineers verification
fibre glass membranecloser on top of cavity wall parapetwith dpc and weephole
280 x280 mm in situ concretecolumn on concrete pad foundation toengineers specification
700x230mmconc. strip foundationto engineers detail
700x230mmconc. strip foundationto engineers detail
Floor finish on min 35 screed on75mm conc. slabon 250 micron dpm on 150 mmwell compacted clean fillto eng. spec
Floor finish on min 35 screed on75mm conc. slabon 250 micron dpm on 150 mmwell compacted clean fillto eng. spec
100 000NGL
DOUBLE VOLUME
SPORT ROOM
RECEPTION
7°
7°
102 800FFL
100 000NGL
230 mm face brickwall balustrade
100 mm concrete pavingon well compacted hardcore
225 x 49 mm timber beam support on steelhollow section factory coated galvanized toengineers specs
1000 x 840 mm mass concretepad foundation to engineersspecification
110 mm face brickwall balustrade with 12 mm plaster
KIOSK
0.5 mm IBR corrugated sheeting mild steel factorycoated galvanized on 75 x 50 mm channel section purlinsfixed to100 mm x 10 mm thick steel section canopymild steel hot rolled factory treated galvanizedto engineers specification
precast concrete lintel on concretecolumns factory treated to engineersspecification
280 cavity wall with 12 mm plaster
roller shutter system fixed to wall
0.5 mm corrugated profile M/S sheeting @ 7° pitch
as specified on 75x50mm purlins@ 1200 max c.c.s. Bubble foil insulation used as ceilingbetween purlins as specified onprefabricated rafters @ 900 mm max c/c,fixed to 114x38mm wallplates & anchored into brickworkwith 30x2mm x 1,2m galvanised hoopirons built into wallfor min of 600mm underlay to sabs standard(250 micron).all roof timber to be sa pine treated.size and specificationof roof strictlyaccording to manufacturers spec.All to engineers verification
0.5 mm IBR corrugated sheeting mild steel factorycoated galvanized on 75 x 50 mm timber [email protected] 114 x 38 mm timber rafters onsteel hollow section
1000 x 840 mm mass concretepad foundation to engineersspecification
floor finish on 35 mm screed on100 mm concrete floor slabskimmed and painter on undersideof 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 ofwallplate
100 150FGL
250 mm x 225 mm reinforced concretering beam cast in situ to engineers specificationratio of concrete needs admixture to assistwaterproofing above
refer to Detail 2.03
0.5 mm IBR roof sheeting hot rolledmild factory coated galvanized on75 x 50 mm steel hollow section purlinsmild steel on 114 x 38 steel hollow sectionrafter to wall to engineers specifications
100 mm concrete pavingon well compacted hardcore
102 100U/S of lintel
102 600U/S of wallplate
150
123456789
1011121314151617181920212223242526272829303132333435363738394041
Foundations to Engineers specification.
throughout.
floor area of room and openable sections of 5% of floor area ofAll 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
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
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.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.
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
must comply with Structural Engineer's spec. and details.
to Engineer's specification.
ROOF:- 7°slope
CEILINGS
coats to later spec.
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.
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 Anodised aluminium or epoxy powder coated. Colour to later spec.
f.f.l., to be SABS approved safety glass.
SLIDING AND SLIDING FOLDING DOORS
280 mm cavity wall
weephole
Concrete Raft foundation toengineers specification
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
75 mm concrete floor slab
150 mm compacted hardcore filling
clay face bricks with recessed joints
A
280 mm cavity wall
weepholeDPC
225 x 50 mm timber rafter @900 c.c.s factory treatedlaminated to engineers specifications
114 x 38 mm wallplate
75 x 38 mm timber purlin @ 1200 c.c.sfactory treated laminated to engineersspecifications
Beam fill
0.5 mm IBR roof sheeting on pitch mildsteel hot rolled factory coatedgalvanized to engineers specifications
alu bubble celing boardinsulation
steel capping factory coated galvanized toengineers specifications
250 mm x 225 mm reinforced concretering beam cast in situ to engineers specificationratio of concrete needs admixture to assist waterproofing above
280 x 280 mm concrete column cast in situto engineers specifiaction
DETAIL 2.01scale 1:10
DETAIL 2.02scale 1:10
DETAIL 2.03scale 1:10
12mm plaster
280 x 280 mm concrete column cast in situto engineers specifiaction
35 mm floor screed600 x 600 x 4 mm ceramic tiles
75 mm concrete floor slab
movement joint
150 compacted hardcore filling
1000 x 840 mm mass concretepad foundation cast in situ to engineersspecifications
250 micron damp proof membrane
fibre glass membranecloser on top of cavity wall parapet
DPC
DPC under closer
mortar infill
roofing screw with galvanized steelwasher and suitable rubber or plastic washer
weephole
280 mm cavity wall
75 mm skirting
mortar fill
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
LAYOUT DRAWINGSTRUCTURAL DETAIL
PROJECT TITLE
NOTES
NO. REVISION/ISSUE DATE
FULL DOCUMENTATION
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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2100
3300
FFL
INSIDE
OUTSIDE
RIGHT HAND
6019
80
60 1030 60 1030 60 1030 60
SG
NOTES
FG FG FG
DO
OR
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
D4DOOR NUMBER
FFL
NOTES: check all dimensions on site before commencement
WIN
DO
W
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
W1DOOR NUMBER
2000
3059
430
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
3044
030
2600
60
SG SG
U/S of floorslab
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
600
X 6
00 m
m W
HIT
E P
OR
CE
LAIN
TIL
ES
600
x 60
0 m
arbl
e lig
ht b
eige
floo
r tile
whi
te p
lasc
on p
aint
200
x 20
0 ni
cky
beig
e w
all t
ile
WALLS
FINISHING SCHEDULE S 3.02
scale 1:25
alu
bubb
le s
kim
med
cei
ling
boar
d
12m
m G
YP
SU
M C
EIL
ING
BO
AR
D
SK
IMM
ED
PLA
STE
R P
AIN
T FI
NIS
H
CEILINGS CORNICE
75 G
YP
SU
M C
OV
E C
OR
NIC
E
SKIRTINGS
NO
SK
IRTI
NG
S
75 x
18
TIM
BE
R V
AN
ISH
ED
FIN
ISH
CILLS
plas
tere
d br
ick
on e
dge
150
x 25
CLA
Y T
ILE
SIL
L
tile
skirt
ing
ITEM
W.C.
SPECIFICATION
SANITARY WARE SCHEDULE S 3.03
scale 1:25
W.H.B
URINAL
SINK
NO. OF LOCATION
6 MALE TOILETSFEMALE TOILETS
MALE TOILETSFEMALE 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 TOILETSFEMALE 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 TOILETSFEMALE TOILETS
TRAPS KITCHEN1trap
E-Space Single Bowl Trap
Space Saving Sink Solution
MALE TOILETSFEMALE 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 TOILETSFEMALE TOILETS
PART No: SD - 1
Manual Operated SOAP DISPENSER
Colour: White
Size: H240,W135,D95
Material: ABS
product code :FGDA12K89Tolet paper holder Nicola Paper Holder
Stylish Spherical Design
Product Code: TVCH1825A
6 MALE TOILETSFEMALE 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 TOILETSFEMALE TOILETS
Shower caddy Brass 3 Level Shower Caddy
Product Code: TVWR40402 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
color - stainless steel
2
towel rail norina double towel rail
product code TVCH1630/CH
color - stainless steel
MALE TOILETS
600
x 60
0 ni
cky
beig
e flo
or ti
le
600
x 60
0 je
rusa
lem
ivor
y flo
or ti
le
200
x200
jeru
sale
m iv
ory
floor
tile
C:\Users\aaron\Desktop\san\TVAC1510-CH_1.jpg
C:\Users\aaron\Desktop\san\constantia-toilet.jpg
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
SCHEDULES
PROJECT TITLE
WORKING DRAWINGS
NOTES
NO. REVISION/ISSUE DATE
Proposed new dwellingonerf 14074Chamberlain roadCape Town
C:\Users\aaron\Desktop\san\BSBALI3044.jpg
C:\Users\aaron\Desktop\san\BE2WH500_1_5.jpg
C:\Users\aaron\Desktop\san\FKNVN611_1_5.jpg
C:\Users\aaron\Desktop\san\basin-mixer-caseta.jpg
C:\Users\aaron\Desktop\san\HGAV31802_1_3.jpg
C:\Users\aaron\Desktop\san\sq-hinge-stay_1.jpg
C:\Users\aaron\Desktop\san\TVAC1409-CH_1.jpg
C:\Users\aaron\Desktop\san\TVAC9023-CH_1.jpg
C:\Users\aaron\Desktop\san\TVW117_1.jpg
C:\Users\aaron\Desktop\san\TVAC9022-CH_1.jpg
C:\Users\aaron\Desktop\san\WRPL022_1_6.jpg
C:\Users\aaron\Desktop\san\TVWR4040_1.jpg
C:\Users\aaron\Desktop\san\ER1 Manual Soap Dispenser 1000ml.jpg
C:\Users\aaron\Desktop\san\TVCH1825A_1.jpg
C:\Users\aaron\Desktop\san\pdfold ss.jpg
C:\Users\aaron\Desktop\e801-_3_.jpg
C:\Users\aaron\Desktop\tvsh1203.jpg
C:\Users\aaron\Desktop\tvmu1700ch-copy.jpg
C:\Users\aaron\Desktop\TVCH1630D_1.jpg
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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MALE TOILETSceramic tiles29 m²
SHOWER SHOWER
WHB
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL
URINAL URINAL
BIC
S.O.P
reveals to be plastered andpainted as per finishing schedule
MALE TOILET PLAN RL 4.01
scale 1:25
200 x 200 mm wall tile asper finishing schedule
23 mm wide aluminium cappingstrip /tile divider as per finishingschedule
WHB WHB WHB
5 mm wide aluminiumstraight edge strip asper finishing schedule
660130013001300
WC
WC
WC
5 mm wide aluminiumstraight edge strip asper finishing schedule
800
800
800
1500
AA
C C
B
B
D
D
new w.c as per sanitaryspecification
3900
wall mounted basins as per sanitary schedule
new brick wall to be claddedin feature wall cladding as specification
FE
FE
w1 03
w1 04
d2 01
d6 01
d2 03
d6 02
d6 03
FGL 95 000
KITCHENJerusalem tiles9m²
KITCHEN PLAN RL 4.01
scale 1:25
A
B
C
D
C
A
S.O.P
660
600
2970
6001330
BD
300
1034
1034
900
1450
sink
paper toweldispenser
toilet paperholder
toilet paperholder
toilet paperholder
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 asper finishing schedule
plaster and paint asper finishing schedule
75 mm skirtingas per finishing schedule
900
7579
530
counter top
cupboard
cupboard
600
825
900
500
1025
eqeq
cupboard
cupboard
2100
cupboard
cupboard
void
sink
opening through wall
d3 04
w3 01
w3 01
drawer
drawer
drawer
drawer
900
500
1100
plug
plug
cupboardcupboard
cupboard cupboard cupboard cupboard
light switch
500
1100
102 600
U/S ofwallplate
102 600
U/S ofwallplate
102 600
U/S ofceiling
tiles
PLASTER AND PAINT
PLASTER AND PAINT
KITCHEN ELEVATION D RL 4.02
scale 1:25
FFLS.O.P
cupboard
w3 01
sink
102 600
U/S ofwallplate
d3 04
PLASTER AND PAINT
granite counter topto clientsspecification
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
ROOM LAYOUTRM 4.01
PROJECT TITLE
NOTES
NO. REVISION/ISSUE DATE
FULL DOCUMENTATION
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
TOILET ELEVATION B RL 4.02
scale 1:25
TOILET ELEVATION C RL 4.02
scale 1:25TOILET ELEVATION D RL 4.02
scale 1:25
200 x 200 mm wall tile asper finishing schedule
200 x 200 mm wall tile asper finishing schedule
200 x 200 mm wall tile asper finishing schedule
toilet paper holded
3800
1500
d6 01
d6 02
d6 03
FFL
102 900
U/S ofwallplate
FFL
102 900
U/S ofwallplate
103 550
U/S ofwallplate
d2 01
FFL
102 900
U/S ofwallplate
urinal urinal
w1 03
w1 04
PLASTER AND PAINT
103 550
U/S ofwallplate
urinalurinalurinalurinal
1100
PLASTER AND PAINT
PLASTER AND PAINT
3200
S.O.P
900 x 300mm mirroras per sanware schedule
TOILET ELEVATION A RL 4.02
scale 1:25
200 x 200 mm wall tile asper finishing schedule
1850
FFL
300 500100030010003001000300500
900 2600
210
103 550
U/S ofwallplate
wall mounted basinsas per sanitary schedule
WALL PLASTER AND PAINTED
mirrormirrormirrormirror
soap dispenser soap dispenser soap dispenser
whb whbwhbwhb
showershower
900
350
600
1500
7300
paper toweldispenser
soap caddy soap caddy
towel rail
Shower head Shower head
S.O.PS.O.P
200 x 200 mm wall tile asper finishing schedule
200 x 200 mm wall tile asper finishing schedule
PLASTER AND PAINT
tissue paperdispenser
WHB
w1 03
soap dispenser
U/S ofdoor
02
102 100
d6
7330
200
200
900
300
1200
900
100
200
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
ROOM LAYOUT
PROJECT TITLE
NOTES
NO. REVISION/ISSUE DATE
FULL DOCUMENTATION
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
ELEVATION F RL 4.02
scale 1:25
200 x 200 mm wall tile asper finishing schedule
1503
1880 130
ELEVATION E RL 4.02
scale 1:25
200 x 200 mm wall tile asper finishing schedule
d2 01
w1 03
PLASTER AND PAINT
PLASTER AND PAINT
w1 04
urinalurinalurinal urinal
102 900
U/S ofwallplate
103 550
U/S ofwallplate
102 900
U/S ofwallplate
103 550
U/S ofwallplate
whb
tissue paperdispenser
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 facedchipboard door
melamine edging
16 mm melamine faced chipboard side panels
45 x19 mm melamine faced Sa pinebearer fixed to underside of 32 mmpost-formed top with masonry andstandard wood screws
JOINT DETAIL 5.02.1scale 1:5
16 mm chipboard shelves with melamine finishto the top and white liner to the bottom and 15 mmedging strips
110 brick wall
19 mm plaster
3 mm white hardboard backingwhite surface exposed internally
JOINT DETAIL 5.02.4scale 1:5
16 mm melamine faced chipboard side panels
45 x 19 mm pine cleat fixed to wall withnylon masonry and standard wood screws
3045
600 x 32mm granite stonewater resistant countertop
19 mm plaster
3 mm white hardboard backingwhite surface exposed internally
16 mm melamine faced chipboard side panels
silicone
5 mm grouting200 x 200 splash back tiles
JOINT DETAIL 5.02.3scale 1:5
45 x 19 mm pine cleat fixed to wall withnylon masonry and standard wood screws
780 x 450 x16 mm thick melaminefaced chipboard door
16 mm chipboard shelves with melaminefinish to the top and white liner to thebottom and 15 mm edging strips
4 mm ceramic tile skirting
75 x 19mm solid pine plinth painted2 coats polyurethane enamel
JOINT DETAIL 5.02.2scale 1:5
20
32
45
19
16
19
7516
45
20
cupboard
cupboard
cupboard
eqeq
cupboard
CUPBOARD JOINERY SECTION J 5.01
scale 1:10
16 19 512 19
3045
353
1645
321
1674
500
1647
016
515
refer to detail JD 5.02.1
refer to detail JD 5.02.2
refer to detail JD 5.02.4
refer to detail JD 5.02.3
AARON KAIRA
DRAWN BY REV
A
DATE27-10-2014
SCALE1:100 STW3
DRAWING TITLE
ROOM LAYOUTJOINERY
PROJECT TITLE
NOTES
NO. REVISION/ISSUE DATE
FULL DOCUMENTATION
Proposed new dwellingNEW SPORT ANDRECREATION
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT