Design Portfolio by Aaron Kaira

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

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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

1200

1200

1200

1200

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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DATE14-04-2014

SCALEN.T.S STW3

DRAWING TITLE

PART 1 BOTTOM SKYLIGHT DETAIL

PROJECT TITLE

STEEL STRUCTURES

NOTES


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


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STRIP SECTION 1

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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

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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

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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


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


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



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



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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


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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ROOF STRUCTURE PLANscale 1:50

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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

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DATE20-06-2014

SCALE1:5 STW3

DRAWING TITLE

DETAIL SECTION,ROOFSTRUCTURE 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 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


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 114mm hardwood timber rafters @1200 c.c.sfixed to masonry wall, factory treated tospecifications

rigid board insulation with foilinsulation to specific detailbeam fill


225 x 50 mm hardwood timber rafter @ 1200 c.c.sfixed through box beam on hollow steel section


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


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

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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



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


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


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





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


114 x 38mm timber on35mm screed

Single length corrugatedprofile,factory coated M/S

sheeting at 5°


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

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orru

gate

dpr

ofile

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coat

ed M

/Ssheeting at 15°

110 12805390



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



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


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


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


Proposed new dwellingonerf 14074Chamberlain roadCape Town


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AARON KAIRA

DRAWN BY REV

A

DATE29-09-2014

SCALE1:20 STW3

DRAWING TITLE

3D EXPLORATION

PROJECT TITLE

STAIRCASE

NOTES


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


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


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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


The staircase complies with the SANS10400 regulations.Alldetail to engineers specifications


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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


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




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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


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




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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


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


Ø50 timber handrail Sa pine fixed to steel balustrade to engineers specifications



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


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


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


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


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




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




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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


100.00095.00094.50094.00093.50093.00092.500

vehicle andpedestrian Access

existing trees

concrete paving

45005000

5000

5000

5000

7300settingout point



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.





FOUNDATIONS


FOUNDATION 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


Proposed new dwellingNEW SPORT ANDRECREATION


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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


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



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.





FOUNDATIONS


FOUNDATION 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




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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


5300



102 400

U/S ofwallplate

A CB

timber screenshades fixed totimber purlin
















STRUCTURE

sides of openings.








FOUNDATIONS


FOUNDATION WALLS


AARON KAIRA

DRAWN BY REV

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DATE27-10-2014

SCALE1:100 STW3

DRAWING TITLE

LAYOUT DRAWINGSLO 1.04

PROJECT TITLE

NOTES


FULL DOCUMENTATION



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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





100 000NGL

DOUBLE VOLUME

SPORT ROOM

RECEPTION

7°

7°

102 800FFL

100 000NGL

230 mm face brickwall balustrade


225 x 49 mm timber beam support on steelhollow section factory coated galvanized toengineers specs


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


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


102 100U/S of lintel

102 600U/S of wallplate

150

123456789

1011121314151617181920212223242526272829303132333435363738394041


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



IBR sheeting on new garage roof structure








Skimmed 6,4mm Rhinoboard, painted 3 coats



ROOF:- 7°slope

CEILINGS

coats to later spec.

STRUCTURE

sides of openings.








FOUNDATIONS


FOUNDATION 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



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


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


FULL DOCUMENTATION



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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 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


TRAPS KITCHEN1trap

E-Space Single Bowl Trap

Space Saving Sink Solution


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


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


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


2

towel rail norina double towel rail

product code TVCH1630/CH


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


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\TVW117_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


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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


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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




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


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



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

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DATE27-10-2014

SCALE1:100 STW3

DRAWING TITLE

ROOM LAYOUT

PROJECT TITLE

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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 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



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


silicone

5 mm grouting200 x 200 splash back tiles


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


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




AARON KAIRA

DRAWN BY REV

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DATE27-10-2014

SCALE1:100 STW3

DRAWING TITLE

ROOM LAYOUTJOINERY

PROJECT TITLE

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Documents

Design Portfolio by Aaron Kaira