storm water notes: electrical notes: site ......- wet areas to comply with the provisions of part...

CLIENT :

DATE:

SITE: FloorGaragePorchPergola

DO NOT SCALE OFF. Written dimensions take precedence

SCALE: 1:100

TOTAL BUILDING :WIND SPEED: N3

General notes:

- concrete construction to comply with AS2870 AND AS3600 BCA - timber frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to comply with the provisions of Part 3.7.2 of the BCA.- manhole position approx. only, determine on site.

- provide alcor barrier between lead flashing and zincalume valley gutter as required.- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.- protection of lintels in masonry to comply with the provisions of Part 3.3.3.4 of the BCA.- mechanical ventilation to internal wc to be vented to external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.

SCALE: 1: 100

Main 3 Bed Unit

LOT 157 CORELLA STREET, LOWOODSP 264094

7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2

Sub -Total Sub -Total199.4 m2 111.4 m2

313.8 m2

Rear Pergola 12.0 m2Side Pergola 13.0 m2

Platinum Australia

Richard Pepi QBCC licence No. 1071125

DRAWN: BUILDER-DESIGNER : Platinum AustraliaGarage 20.9 m2

G E N E R A L N O T E S

2450

PITCH LINECEILING LEVEL

FLOOR LEVEL

PERGOLA

ColourBond metal roofat 25.0º pitch

Selected 21-48 Panel Lift DoorSelected 21-24 Panel Lift Door E L E V A T I O N 1SCALE: 1: 100 (A3)

UNROOFED

90 X 90 Post AC Cladding

Anticon R5.0 Blanket insulation

200 X 200 Post

Linea Cladding

DENOTES LOCATION OF SMOKE DETECTORS(refer electrical layout plans), TO BE HARD WIREDWITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.

WIND SPEED AS NOMINATED ON BRACING PLAN.

PROVIDE LIFT OFF HINGES TO W.C. OR OPEN OUT DOOR OR MIN 1200mm CLEARANCEFROM DOOR TO PAN.

EXHAUST FANS FROM SANITARY COMPARTMENTSTO BE DUCTED TO THE OUTSIDE AREA OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2

THESE NOTES ARE NEITHER EXHAUSTIVE NORA SUBSTITUTE FOR REGULATIONS STATUTORY REQUIREMENTS, BUILDING PRACTICE ORCONTRACUAL OBLIGATIONS.

ALL CONSTRUCTION MATERIALS SUPPLIED MUSTTAKE INTO ACCOUNT PROXIMITY TO COASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS.

THESE PLANS ARE PROTECTED BY COPY RIGHTAND ARE THE PROPERTY OF THE AUTHOR.

DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS LEVELS,SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFORM TO THE BUILDING CODE OF AUSTRALIA . CURRENT AUSTRALIANSTANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,REPORT ANY DISCREPANCIES TO THIS OFFICE.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OFAUSTRALIAN AND THE AUSTRALIAN STANDARDS.

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVILENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCEWITH AS 3660.1 2000 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORii) BATHROOMS - WITHIN 2000mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLU, ACTUAL SIZES WILL VARY WITH MANUFACTURER, FLASHING ALL ROUND.

STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY

TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHE FLOOR JOISTS: 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OFPARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF.SPECIFICATIONS AND FLOOR TILES OVER ALLCORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT ISRECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITY OF BOUNDRIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BEIMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OFTHE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sqFOR INTERNAL WALLS BELOW BEARER.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.BALUSTRADES: MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND INACCORDANCE WITH BCA 3.9.2.

FOR STAINLESS STEEL BALUSTRADE, REFER TO TABLE 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION-REQUIRED WIRE TENSION AND NAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA.

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

s ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITHBCA PARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS AREPROVIDED TO THE BASE OF ALL CUTS AND RETAINING WALLSAND ARE CONNECTED TO THE STORMWATER SYSTEM VIA SILTPIT/S TO THE RBS REQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THEBUILDING MUST BE DRAINED TO MOVE SURFACE WATER AWAYFROM THE BUILDING AND GRADE TO PROVIDE A SLOPE NOTLESS THAN 50mm OVER THE FIRST 1000mm FROM THEBUILDING.

THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TODRAINAGE FITTINGS AND GROUND LEVEL MUST BE A MINIMUM OF 150mm BELOW THE LOWEST SANITARY FIXTURE.

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA100mm DIAMETER UPVC STORMWATER PIPE LAID WITH AMINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OFTHE RELEVANT AUTHORITY.

2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE,SUBSURFACE PIPES TO BE 100mm DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, IT ISTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDERSLAB.

ENERGY EFFICIENCY NOTES:1. ALL SHOWER ROSES TO BE 'AAA' SHOWER ROSES 2. IF WATER PRESSURE T0 BUILDING EXCEEDS 500 kpa. PRESSURE LIMITING DEVICE TO BE INSTALLED.

3. MINIMW 4-STAR WELLS RATED TOILETS TO BE INSTALLED.

4. MINIMW 4-STAR WELLS RATED TAP'WARE FOR

5. KITCHEN SINKS, BATHROOM BASINS & LAUNDRY TROUGHS.

6. 250 LITRE RHEEM HOT WATER SYSTEM (OR SIMILAR)

7. MINIMUM 4-STAR MEPS RATED AIR CONDITIONERS TO BE INSTALLED (IF APPLICABLE)

8. 80% TOTAL ENCLOSED FLOOR AREA TO HAVE ENERGY EFFICIENT GLOBES INSTALLED.

9. R1.5 WALL INSULATION R5.0 CEILING INSULATION

10. RAINWATER WATER TANK 2000 LITRE MIN.

CJ CONSTRUCTION JOINTDP DOWNPIPEFP FIRE PLACEFW FLOOR WASTEEPS EXPANDED POLYSTYRENE FOAM (EPS) Sandwiched HWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK / DUCTSP STEEL POSTT.B.C. TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGNGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN-ROBEASD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS

STORM WATER NOTES: ELECTRICAL NOTES: SITE NOTES:

GENERAL NOTES: LEGEND :

PRELIMINARY PLANS Not for construction

ENERGY EFFICIENCY NOTES:

24130

CLIENT :

DATE:



SCALE: 1:100


General notes:



F L O O R P L A NSCALE: 1: 100

Main 3 Bed Unit

CONSTRUCTION NOTES

LEGEND

CJ CONSTRUCTION JOINTDP DOWNPIPEMSD MIRROR SL DOORFW FLOOR WASTEEPS EXPANDED POLYSTYRENE FOAM (EPS) Sandwiched HWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK / DUCTSP STEEL POSTT.B.C. TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGNGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN-ROBEASD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2

Window ScheduleNumber Qty Floor WidthHeight DescriptionW01 1 15002100 ALUMINIUM SLIDING WINDOW

Door ScheduleNumberD01

Qty Floor WidthHeight1 240021001 21001

ALUMINIUM SLIDING DOORDescription

D02

HINGED INTERNAL DOORD03D04

HINGED EXTERNAL DOOR9 1 8202100

D05 1 2100D06 4 1 2100

2

8202100

D07 2 1 17002100 ROBE VINYL SLIDING DOOR

2

D08 1800

W02 12002

2100 3000 2100 3000 1500 2600 4300

820

21-17 VINYL

21-1

5 AS

W

21-1

5 AS

W

820

12-15 ASW

820

21-17 VINYL

21-04 F

09 -15 ASW

720

820

720

21 -24 ASD

770

09 -1

5 AS

W

770

820

21 -24 ASD

09 -1

5 AS

W

820

6000 4800 950 1800 3000 3000

820

21 -18 ASD 06-06 ASW

770

770

09-12 ASW

820 820

820

21-18 VINYL

12-18 ASW 09-18 ASW

820

21 -1

8 A

SD

820

4490

6370

ELEVATIONS

312

4

4400

1910

4000

6000

2070

1920

2100

3000

900

4400

1320

6000

3410

900

2380

530

2980

530

2310

600

1086

021

00

4400

4400

2310

2790

530

900

280

2910

3090

1700

1810

2310

700

900

2620

1600

530

280

9090

9090

9090

9090

90

90

9028

0

2190 5280 4680 7500 4480

1910 10002100 2100 1910 1000 1500 600 1100 900

4810

20370 3050

1800 19101000 1000 1910

909090909090

9090

280


Platinum Australia


DRAWN: BUILDER-DESIGNER :

1. EXTERNAL WALLS = 90 mm INTERNAL WALLS = 90 mm

2. N3 WIND DESIGN SPEED

3. ALL INTERNAL DOORS 204O HT

4. WC DOOR TO HAVE EXTERNAL REMOVABLEHINGES IN ACCORDANCE WITH BCA-3.8.3.3

Platinum Australia

RH

towel rail

W01

W01

W02

15001 ALUMINIUM SLIDING WINDOW

W04

W03 2100 1 4001 FIXED GLASSW04 900 15001 ALUMINIUM SLIDING WINDOW

W03

W02

2

D01 D01

W04

3

W04

D02

1800 ALUMINIUM SLIDING DOOR

W05

W05 900 18001 ALUMINIUM SLIDING WINDOW1

W06


W07


W08


D02

2

D03

D03

4

D04 D04 D04 D04

D04D04

D04D04

D04

D05

HINGED INTERNAL DOOR720

D05

HINGED INTERNAL DOOR770

D06 D06

D06

D06

D07 D07

ROBE VINYL SLIDING DOOR210012

D08

D0821-18 VINYL

D03

1. ALL SHOWER ROSES TO BE 'AAA' SHOWER ROSES 2. IF WATER PRESSURE T0 BUILDING EXCEEDS 500 kpa. PRESSURE LIMITING DEVICE TO BE INSTALLED.








1624

0

3000

280

2100

2100

1624

0

3000

280

6190 5170

Garage 20.9 m2

3050

820D03

PERGOLA

LOUNGE

KITCHENBED 1

LAUNDRYBED 3

PLAY ROOM / STUDY NOOK

BATH

BED 1BED 2

LOUNGE

KITCHEN

ENTRY

ENTRY

DOUBLEGARAGE

PANTRY

PRIVATE SPACE

DINING

wm

BATH

WC

LINE

N W.I.R

ENSUITE

ALFRESCO

PORCH

PERGOLA

ROBE900

900

shr

RH

towel rail

ROBE

BED 2

FR

12 -15 ASW

900

900

shr

21-1

5 VI

NYL

21-4

8 PA

NEL

LIFT

DO

OR

PERGOLA

FR

P

RH

900

900

shr

towe

l rai

l

wmLIN

LAUNDRY

ROBE

PRIVATE SPACE

ROBE

MAIN UNIT 1

UNIT 2

ss

ss

s

ss

DP

DP

DP

DPDP

DP

DP TAP

TAP

TAP

TAP

UNROOFED

s

ss

BORAL PARTIWALL 60/60/60

BORA

L PA

RTIW

ALL

60/6

0/60

SINGLEGARAGE


21-2

4 PA

NEL

LIFT

DO

OR

DP

MH

MH

DPPRELIMINARY PLANS Not for construction


CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit

CONSTRUCTION NOTES

LEGEND



7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia







Platinum Australia









Garage 20.9 m2E L E V A T I O N S

2450

PITCH LINECEILING LEVEL

FLOOR LEVEL

PERGOLA

PERGOLAPERGOLA

PERGOLAPERGOLAPERGOLA

COLOURBOND METAL ROOF

MANUFACTURERS SPECS TO BE DESIGNED BY ENGINEERROOF TRUSSES AT 900 CTRS FIXED TO




Selected 21-48 Panel Lift DoorSelected 21-24 Panel Lift Door E L E V A T I O N 1SCALE: 1: 100 (A3)

E L E V A T I O N 2SCALE: 1: 100 (A3)



10mm SUPERCEIL TO CEILINGS10mm PLASTERBOARD TO WALLS

SLAB AND FOOTINGS TO ENGINEER'S DETAIL.POISONS TO A.S. 3660.1-2000 STANDARDS.

aluminium framed slidingglass doors and windows

90 X 90 Post

UNROOFED

UNROOFEDUNROOFED

UNROOFED UNROOFED

UNROOFEDPergola

90 X 90 Post90 X 90 Post

90 X 90 Post

90 X 90 Post

90 X 90 Post

AC Cladding

AC Cladding

AC Cladding

AC Cladding




Linea Cladding

Linea Cladding

Linea Cladding

200 X 200 Post

300

450

450

450

450

450

300

Metal Fascia-Gutter

Linea Cladding



CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit

CONSTRUCTION NOTES

LEGEND



7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2

PERGOLA

LOUNGE

KITCHENBED 1

LAUNDRYBED 3


BATH

BED 1BED 2

LOUNGE

KITCHEN

ENTRY

ENTRY

DOUBLEGARAGE

PANTRY

PRIVATE SPACE

DINING

wm

BATH

WC

LINE

N W.I.R

ENSUITE

ALFRESCO

PORCH

PERGOLA

ROBE900

900

shr

RH

towel rail

ROBE

BED 2

FR

12 -15 ASW

900

900

shr

21-1

5 VI

NYL

21-4

8 PA

NEL

LIFT

DO

OR

PERGOLA

FR

P

RH

900

900

shr

towe

l rai

l

wmLIN

LAUNDRY

ROBE

PRIVATE SPACE

ROBE


Platinum Australia







Platinum Australia

MAIN UNIT 1

UNIT 2

ss

ss

s

ss

DP

DP

DP

DPDP

DP

DP TAP

TAP

TAP

TAP









UNROOFED

s

ss


BORA

L PA

RTIW

ALL

60/6

0/60

SINGLEGARAGE


21-2

4 PA

NEL

LIFT

DO

OR

Garage 20.9 m2

DP

MH

MH

DP

E L E C T R I C A L

dble g.p.o. 300 above floor levelsingle g.p.o. 300 above floor level

fluorescent light - 1200 single

light switch 1350 above floor levelfeature ceiling lightwall mounted lightdownlight

meter box

ceiling fanexhaust fan

telephone outlet 1650 above floor

rangehood g.p.o. 1650 a.f.l. if req'dmicrowave g.p.o. 1650 a.f.l. if req'd

telephone outlet 300 above floortelevision outlet

single g.p.o. 1050 above floor level

refridg. g.p.o. 1650 above floor

dble g.p.o. 1050 above floor level

garage d.g.p.o. 1350 above floor vanity d.g.p.o. 1100 above floor

RG

M

PP

H

TV

hot water servicesmoke detector

ceiling fan light

Ethernet datasplit air-conditioning g.p.o.

hws

s

15

R

R

M

H

TV

TV

TVTV

TVP

Phws

hws

G

G


CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2

PERGOLA

LOUNGE

KITCHENBED 1

LAUNDRYBED 3


BATH

BED 1BED 2

LOUNGE

KITCHEN

ENTRY

ENTRY

DOUBLEGARAGE

PANTRY

PRIVATE SPACE

DINING

wm

BATH

WC

LINE

N W.I.R

ENSUITE

ALFRESCO

PORCH

PERGOLA

ROBE900

900

shr

RH

towel rail

ROBE

BED 2

FR

12 -15 ASW

900

900

shr

21-1

5 VI

NYL

21-4

8 PA

NEL

LIFT

DO

OR

PERGOLA

FR

P

RH

900

900

shr

towe

l rai

l

wmLIN

LAUNDRY

ROBE

PRIVATE SPACE

ROBE


Platinum Australia


DRAWN: BUILDER-DESIGNER : Platinum Australia

MAIN UNIT 1

UNIT 2

ss

ss

s

ss

DP

DP

DP

DPDP

DP

DP TAP

TAP

TAP

TAP

UNROOFED

s

ss


BORA

L PA

RTIW

ALL

60/6

0/60

SINGLEGARAGE


21-2

4 PA

NEL

LIFT

DO

OR

Garage 20.9 m2

DP

MH

MH

DP

W I N D B R A C I N G

min. thickness

50mmmax.

12mmmin.

nails should be driven just below the sheet surface

PLYWOOD BRACE METHOD B6.0kN l/m racking resistance

std 2/3.15 nails per stud

provide m12 rods to eachend of bracesing panel ifthey are less than 900 inlength

add. 2/3.15 nails perstud spacing

fixing to ribbontop plates

f27 - 4mm to 450 stud spacing

f27 - 4.5mm to 600 stud spacing

using the hammer face only

150m

m m

ax.

150m

m m

ax.

m12 bolt each sideof panel maximum100 in from sides

300m

m m

ax.

plywood stress grades

dire

ctio

n a

resistance required

resistance gained

1.5kN/mg.i. strapa/b & n.ptb.1a

5.416

structural

6kN/mmethod B

pane

l

no. o

ff

plywood

77.12 kN

86.4 KN

86.4

rod, conc2.25kN

sub total

totaland

wind bracing - N3 - direction "B"

dire

ctio

n b B3

B5

B4

B1

B2

resistance required

resistance gained

1.5kN/mg.i. strapa/b & n.ptb.1a

5.419

structural

6kN/mmethod B

pane

l

no. o

ff

plywood

97.12 kN

102.6 KN

102.6

rod, conc2.25kN

sub total

totaland

wind bracing - N3 - direction " A"

A4

A3

A1

A2

A5

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

A1 .9

B1 .9B1 .9B1 .9

B1 .9B1 .9

B1 .9B1 .9

B1 .9B1 .9B1 .9B1 .9

B1 .9

B1 .9 B1 .9

B1 .9

B1 .9B1 .9PRELIMINARY PLANS Not for construction

CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia



PORCH

GARAGE

PATIO

PATIO

F O O T I N G & S L A B P L A N

SL82 MESH

50mm bedding sand

approved vapourbarrier slab level

pad level3 N12 BARS BOTTOM

300

DIA

Bored Piers 600 Deep Min into Natural Ground

SLAB THICKENING ( S.T.1. )SCALE: 1: 50

600

450

EB1 DENOTES 350w x 450d Edge Beamwith 3/N12 Top & Btm

ST1 DENOTES 300w x 300d Slab Thickeningwith 3/F11TM Btm

BP1 DENOTES 450 dia Mass ConcreteBored Piers 600 Deep Min into Natural Ground

flashing

note: termite protectionto as3660.1

SL82 MESH

STEEL FRAME

50mm bedding sand

approved vapourbarrier slab level

pad level

DIA

3 N12 BARSTOP AND BTM

Bored Piers 600 Deep Min into Natural Ground

EDGE BEAM 2 ( E.B.2. )SCALE: 1: 50

600

450

450

710 6090 14280 3050

24130

468052802190

166607470

4490

6370

2100

600

1920

2250

6090

1086

0

SLOPE 1:150 FALL

SLOPE 1:150 FALL

SLOPE 1:150 FALL

SLOPE 1:150 FALLSLOPE 1:150 FALL

SLOPE 1:150 FALL

BP1IN12 L-BARTOP & BOTTOM600 x 600 LEGS

BEAM CORNER DETAILSCALE: 1: 50

OVERLAPTRENCH MESHFULL WIDTH

2N12 L-BARTOP & BOTTOM600 x 600 LEGS

BEAM T-INTERSECTION DETAILSCALE: 1: 50

OVERLAPTRENCH MESHFULL WIDTH

PROVIDE2N12STARTERBARS FROMSF TO 1B

100 THICK GARAGE SLABSL82 MESH 30 TOP COVER

100 THICK GARAGE SLABSL82 MESH 30 TOP COVER

EB1EB1

EB1 EB1

EB1

EB1

EB1

BP1 BP1BP1

BP1BP1

BP1 BP1

BP1 BP1BP1

BP1BP1

BP1

BP1BP1

BP1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

ST1

50 mm STEP DOWN

50 mm STEP DOWN

50 mm STEP DOWN

11980

6370

1086

0

1086

0

2100

3280

BP1BP1

SLOPE 1:150 FALL

GARAGE

14000

1624

0

CONCRETE PAVING


1. SCRAPE AWAY VEGETATION & CUT & FILL TO PROVIDE A LEVEL BUILDING PLATFORM.

2. FLOOR SLAB TO BE IN ACCORDANCE WITH ENGINEERS DRAWINGS & DETAILS.

3. TERMITE PROTECTION IS A VISUAL BARRIER SYSTEM WITH APPROVED COLLARS AT PENETRATIONS IN ACCORDANCE WITH AS.3600.1 - 2000

4. THIS SITE PLAN IS A TRANSCRIPTION OF THE ORIGINAL CONTOUR SURVEY & THE BUILDER IS TO VERIFY ALL INFORMATION CONTAINED HEREON PRIOR TO SITE START.

5. THE DRIVEWAY & PATH SHOWN ON PLAN IS THE SUGGESTED LAYOUT - AREA AS SHOWN ON PLAN.

1. Services have been plotted from records of relevant authorities where available. Prior to anyexcavation or construction on site, the relevantautjority should be contacted for possible locationof further underground services.2. All household sewerage and waste to bedischarged to sewer system.3. Stormwater & roof water to be connected tolegal point of discharge in accordance with Pt3BCA Vol 2 and local authorities requirements.Approval to be obtained from local authority priorto work commencing.4. Grade soil away from perimetre of building toprevent ponding. 1:20 minimum fall. Surface waterto be chanelled to legal point of discharge i.e. yardgully grate or similar.5. Downpipes to be 12m maximum spacing andadjacent to valley intersections.

1. FINISHED SURFACE TO BE GRADED AWAY FROM HOUSE AT MIN. OF 1:20 FOR AT LEAST 1 METRE.

2. SURFACE WATER TO BE CHANNELLED TO COUNCIL STORMWATER DRAINAGE SYSTEM.

3. ROOFWATER TO BE PIPED VIA 100mm DIA. PVC PIPE TO COUNCIL S/WATER DRAINAGE SYSTEM.

4. ROOF & SURFACE WATER TO COMPLY WITH COUNCIL PLUMBING AND DRAINAGE SERVICES CONDITIONS OF APPROVAL.

Approval for legal point of discharge to beobtained from Local Authority prior to workcommencing. Discharge is proposed to:

- Kerb & Channel - Rubble pit to Council requirements - Inter allotment drainage - Stormwater service main - Canal, river - Water tank: Refer to & comply with Part 4 Section 16 of conditions attached - To council approval ref No. - Other

DOWNPIPES TO BE MAXIMUM 12M SPACING ANDADJACENT TO ALL VALLEY INTERSECTIONS.

DRAINAGE TO BE IN ACCORDANCE WITH PART 3OF THE BCA. POINT OF DISCHARGE TO MEETLOCAL AUTHORITY REQUIREMENTS.

Owner / applicant / builder to ensure no storm water run off.

1. occurs onto adjoining properties.2. occurs back onto any structures.3. is allowed to pond under sub floor areas. Unhindered flow across these areas must be maintained.

The title boundaries shown hereon were not marked at the time of survey and have been determined by plan dimensions only and not by field survey. Services shown hereon have been located where possible by field survey.

If not able to be so located, services have beenplotted from the records of relevant authorities where available and have been noted accordingly on the plan. Wheresuch records do not exist or are inadequate a notationhas been made hereon.

Prior to any demolition, excavation or construction on the site, the relevant authority should be contacted for possible location of further underground services and detailed locations of all services.

TITLE BOUNDARIES SERVICES DRAINAGE NOTESGENERAL NOTES

S I T E P L A N

STORM WATER RUN OFF

STORMWATER REQUIREMENTS

DOWNPIPES

1. Written dimensions take precedence over scale.2. Builder to verify all boundry clearances and siteset-out dimensions prior to commencement ofconstruction.3. levels & contours are based on assumeddatum. Prior to construction the relevant authorityshould be contacted for possible minimum floorlevel requirements and flood information.4. This site plan is based on a disclosure plan.Therefore the floor level is subject to change.Additional site survey must be taken to confirmthe required bench level.5. Retaining walls greater than 1m high (cut or fill)are required to be engineer designed & certified prior to building approval. Retaining walls are closer than1500mm from boundary require a building relaxation(fill side only).6. Batters to comply appropriate soil classficationdescribed in table 3.1.1.1. BCA Vol 2.7. Engineer to provide design to address footingsif built in close proximity to sewer, stormwater oreasements.8. Vehicular cross-over to be constructed as perlocal council requirements and/or approval.9. Driveways, paths & patios to have exposedaggregate finish unless otherwise noted.

SITE NOTES

SITE AREA: 807.0 m2FLOOR : 313.8 m2 ( 38.76 %)

N

6000

C O

R E

L L

A

S T

R E

E T

STORM WATER

STORM WATER

DRIVEWAYEXPOSED

AGG

3000

O.M.P

TO F

ASCI

A

TO W

ALL

TO W

ALL

PERGOLA

LOUNGE

KITCHENBED 1

LAUNDRYBED 3


BATH

BED 1BED 2

LOUNGE

KITCHEN

ENTRY

ENTRY

DOUBLEGARAGE

PANTRY

PRIVATE SPACE

DINING

wm

BATH

WC

LINE

N W.I.R

ENSUITE

ALFRESCO

PORCH

PERGOLA

820ROBE

21-17 VINYL21

-15

ASW

21-1

5 AS

W

820

900

900

shr

12-15 ASW

RH

towel rail

820

21-17 VINYLROBE

21-04 F

09 -15 ASW

BED 2 720

820

720

FR

12 -15 ASW 21 -24 ASD

900

900

shr

770

09 -1

5 AS

W

770

820

21 -24 ASD

09 -1

5 AS

W

21-1

5 VI

NYL

820

21-4

8 PA

NEL

LIFT

DO

OR

820

PERGOLA

FR

P

21 -18 ASD 06-06 ASW

770

RH

900

900

shr

770

towe

l rai

l

09-12 ASW

wm

820 820

LIN820

LAUNDRY

21-18 VINYL

ROBE

12-18 ASW 09-18 ASW

820

21 -1

8 A

SD

PRIVATE SPACE

ROBE

820

MAIN UNIT 1

UNIT 2

ss

ss

s

ss

DP

DP

DP

DPDP

DP

DP TAP

TAP

TAP

TAP

W01

W01

W02W04W03

W02

D01 D01

W04

W04

D02

W05W06W07

W08

D02

D03

D03

D04 D04 D04 D04

D04D04

D04D04

D04

D05

D05

D06 D06

D06

D06

D07 D07

D08

D0821-18 VINYL

D03

UNROOFED

s

ss


BORA

L PA

RTIW

ALL

60/6

0/60

SINGLEGARAGE


21-2

4 PA

NEL

LIFT

DO

OR

CLIENT :


SCALE: 1:200

General notes:

- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to comply with the provisions of Part 3.7.2 of the BCA.- manhole position approx. only, determine on site.


SCALE: 1: 200

SITE:

WIND SPEED: N3

DATE:

TOTAL BUILDING :

Main 3 Bed Unit


07/03/19

2nd Unit

Platinum Australia


DRAWN: BUILDER-DESIGNER : Platinum Australia

313.8 m2

FloorGaragePorchPergola

131.8 m238.0 m24.0 m225.6 m2

Sub -Total 199.4 m2

Floor 65.5 m2

Sub -Total 111.4 m2


Garage 20.9 m2

1500

1950

1624

018

17

1414

039

17


CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia


DRAWN: BUILDER-DESIGNER : Platinum AustraliaGarage 20.9 m2 T I E - D O W N

WC / BATHROOM NOGGINGS

TOILET ROLL HOLDER

BRACING WALLS TO TRUSSES

bracing wall

min. thicknessgalvanised steel angle brace 3/30x 2.8 extruded nail to each end

50mmmax.

12mmmin.30x0.8 g.i.

strap

bend over end trussand fix with 3 nailsto face of truss and 2 nails to top

end truss (of brace bay)

45º orless

bend to side oftop plate (if nec.)fix with 2 nails toside and 3 nailsunder plate.

nails should be driven just below the sheet surface

PLYWOOD BRACE METHOD B6.0kN l/m racking resistance

std 2/3.15 nails per stud

provide m12 rods to eachend of bracesing panel ifthey are less than 900 inlength

add. 2/3.15 nails perstud spacing

fixing to ribbontop plates

f27 - 4mm to 450 stud spacing

f27 - 4.5mm to 600 stud spacing

SPEEDBRACE DETAIL

flatheads

using the hammer face only

1800 min > 2700 max

bracing at (approx). 30º towall top plate when viewed on plan

speedbrace

1.5kN l/m racking resistanceMETAL - ANGLE BRACE

battens cont.in the areawhereverpossible

all nails to be 30x3.15ønote:

2 nails intotop chordspeedbrace

approved concretefasteners 1200 max.

100max.

150m

m m

ax.

150m

m m

ax.

3/30x2.8extrudednails totop andbottomplates

m12 bolt each sideof panel maximum100 in from sides

100max.

300m

m m

ax.

TOWEL RAIL

BRACING WALL TO EXT. WALL

top plate

BRACING WALLS TO TRUSSES

internal bracing wall

external wall

30x0.8mm g.i. straps with4/2.8ø nails each end

2/ nailing platesor framing anchorseach end

provide a sufficientgap for trussdeflection

bracing wall

90x35 nogging

4/3.15ø nails

1050

800

plywood stress gradesceiling joist /bottom chord

- all construction to be in strict accordance with:- the building code of australia AS 1684- 1999- termite treatment to comply with the provisions of Part 3.1.3 of the BCA and with AS3660.1.- concrete construction to comply with AS2870.1 / AS3600.- timber construction to comply with the provisions of Part3.4.3 of the BCA and AS1720.1 /AS1684.- concrete roofing to comply with AS1757, AS2050 and be fixed to manufacturer's spec's for relevant conditions.- weepholes in masonry walls at 900 ctrs.- vertical articulation in masonry walls to comply with the provisions of Part 3.3.1.8 of the BCA.- wet areas to comply with the provisions of Part 3.8.1 of the BCA.- Smoke alarms to comply with the provisions of Part3.7.2 of the BCA.- wall bracing to comply with the provisions of Part 3.4.3.8 of the BCA. + AS 1684 - 1999- ensure shear blocks are of a sufficient length to avoid possible splitting.- glass installation to comply with AS1288, and AS2047.

binder 90 x 35

68x19 support

note: all shelves supportedall sides by 42x19 typ.

31x12 cover trim

42x19 fixing / supportnailed & glued to u/sideof top. screw fix chromehanging rail to each at1200 max ctrs.

16mm particleb'd shelf

68x19 support

bolts, nuts, washers gal. finish steel.placed on edge.

TIMBER POST DETAIL

concrete footing orslab to eng.s detail15

0M

IN.

ELEVATIONnote: all noggings

timber post

timber beam

approved gal. steelbracket, 2no. m10 bolts,washers to nuts

max. one third post thick.

fix with 2 no. m10 bolts,

seat beam min. 25mm and

washers to nuts

onto post.

ceiling joist orbottom chord

blocking same sizeas ceiling joist

top plate

block nailed totop plate with4/75mm nails

2/ noggings

stud

PLAN

ELEVATION

stud

nogging

PLAN

10

75 M

IN. i

f not

cca

BINDERS

provide a sufficientgap for trussdeflection

4/3.15ø nails

m10 bolt at least 80mm fromend of binder. if lessprovide two framing anchorsas an alternative as shown.

30 x 0.8 g.i. strap4/2.8ø nails each end

or

top plate

binder

68x12 cover mouldtyp.SHELF DETAILS

16mm particleboardend

31x12 cover trim

68x12 cover mould behind jamb

jamb

190

530

WET AREAS. FIXED @ 300 CTRS OR 200 CTRSWHEN TILED, REFER TO BRACING PLANS FOR

FIXING METHODS. ALL ABOVE LININGS SHALL APPLYUNLESS NOTED OTHERWISE ON FLOOR PLANS.

POSSIBLE VARIATIONS TO WALL LININGS OR

PROVIDE CONTINUOUS 200um POLYTHENE VAPOURBARRIER LAPPED 200 MIN. AND SEALED AT ALL JOINTS

PROVIDE TERMITE CONTROL IN ACCORDANCE

APPROVED BRICK TIES AT 600 x 600 CTS. MAX.STAGGERED. BRICKWORK SHALL HAVE APPROVEDDAMP COURSE NOT LESS THAN 2 COURSES ABOVE

WEEPHOLES AT 900mm CTRS. MAXIMUM.

SUPACEIL LINING, FOR FRAME SPACING OF 600mm

SPACINGS OF 450mm (eg UNDERSIDE OF FIRSTAND 10mm THICK PLASTERBOARD FOR FRAME

WALLS SHALL BE LINED WITH 10mm THICK

PROVIDE APPROVED CAVITY FLASHING WITH

CEILING SHALL BE LINED WITH 10mm THICKROOFING SHALL BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS TO SUITROOF BATTENS SHALL BE FIXED AS

ENTIRE ROOF SHALL BE TRUSS CONSTRUCTION AT

ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONSDESIGNED AND INSTALLED IN

CEILING BINDERS SHALL BE 70x35 F5 AT 3000

TO SUIT CONDITIONS UNLESS NOTED OTHERWISEON PLANS

PLASTERBOARD OR 6mm THICK VILLABOARD TO

REFER TO ENGINEER'S DETAILS.

PER TIE DOWN SCHEDULE.

AND PENETRATIONS.TOP AND BOTTOM PLATES TO STUDS:

PLATES UP TO 38mm THICK - 2/75mm NAILSPLATES 38 - 50mm THICK - 2/90mm NAILSRIBBON PLATE TO TOP PLATE - REFER TOAS 1684.4 - 1999

PLATES UP TO 38mm THICK - 2/75mm NAILS

BOTTOM PLATE TO JOISTS:

OR CHEMICAL, EXPANSION ORFIRED PROP. FASTENERS.

BOTTOM PLATES TO CONCRETE SLAB:M12 BOLT AT NOT MORE THAN

2/75mm NAILS SKEW NAILED OR THRUNAILED.

NOGGINGS TO STUDS:

PLATES 38-50mm THICK - 2/90mm NAILSNAILS THRU PLATE IN BOTH CASES.

3000mm CTRS.

FLOOR JOISTS).

REFER MANUF.SPECS.

table 9.18(d)table 9.1115.0kN11.0kN

BRICKWORK

GROUND LEVEL.

LININGS

WALL FRAMING - GROUND FLOOR: INTERMEDIATE

TOP AND BOTTOM PLATES TO STUDS: @ 1800 crs

1/30x0.8 G.I. LOOP STRAP FIXED OVER TRUSS W/-

(40mm PENETRATION INTO RECEIVING MEMBER)

PLUS 2/75mm SKEW NAILS TO EACH INTERFACESTRAP ENDS FIXED TO PLATE WITH 4/2.8ø NAILS

TIE DOWN CALCULATION -

WITHIN 1200mm OF EDGES(1/65x3.05ø deformed shank nail)GENERAL AREA (1/65x2.8ø plain shank nail)

ROOF TRUSSES TO TOP PLATE: @ 600 CRS

PRYDA ST4, IN BUILT CLAW NAILS.

WALL FRAMING - GROUND FLOOR:

ROOF BATTENS TO TRUSSES:MEMBER CONNECTION - JD4 TYP. u.n.o

0.50kN 0.68kN

7.5kN 10.3kN

pryda cat.

0.23kN 0.32kN

table 9.13 table 9.21(d)

3.3kN 13.0kN

WITH A.S. 3660.1

CONCRETECTRS. MAXIMIUM.

AS 1684 - 1999UPLIFT REQ.

table 9.25(a)table 9.14

GENERAL NOTES

ROOF FRAMINGUPLIFT RESISTED

ADD - RIBBON PLATE 70 x 35 MGP12

HOLDERS, TOWEL RAILS, ETC....SEE DETAILS ABOVE.

MGP10 PINE FRAME TO NON LOAD BEARING WALLS AND PARTITIONS

- TOP AND BOTTOM PLATES - ONE ROW NOGGINGS70 x 35 FRAME - STUDS AT 450 CTRS

PROVIDE SOLID NOGGINGS SUPPORT BELOW FIRSTFLOOR BOTTOM PLATE. WALL NOGGING AT 1350mm

PROVIDE ADDITIONAL NOGGING TO SUIT TOILET ROLL

CTRS. MAXIMUM.

studs to be securelyfixed with blockingand nails

STD CORNER DETAIL

TOP PLATES FOR ROOF SPANS 7900 - 14700:

TOP PLATES FOR ROOF SPANS 4400 - 7900: ADD - RIBBON PLATE 70 x 35 MGP10

70 x 35 FRAME - TOP PLATES, NOT NOTCHED.( SAME RATING AS RIBBON PLATE ABOVE )

MGP10 PINE FRAME TO LOAD BEARING WALLS70 x 35 FRAME - STUDS AT 450 CTRS NOT NOTCHED - ONE ROW OF NOGGINGS70 x 35 FRAME - BOTTOM PLATES

WALL FRAMING

SOFFIT LININGS

SOFFIT BEARERS @ EACH TRUSS TAIL WITH 4.5mm F.C SHEETSNAILED AT 225 CTRS WITHIN 1200 OF EXTERNAL BUILDINGCORNERS AND AT 300 CTRS ELSEWHERENOTE:- USE 2.0 X 30mm GALV FIBRE CEMENT NAILS

NUMBER OF COMMON STUDS AT SIDES OF OPENINGS

2

2

2100900

1

1

OF WIDTH (mm)SPACING(mm)

STUDCOMMON

450

600

1200 1500 1800

2 2 2

1 2 2

2400 2700 3300 36003000

3 3 3 4 4

2 3 3 4 4


CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia



SEDIMENT FENCE DETAILS

MATERIALSFABRIC: POLYPROPYLENE, POLYAMIDE,NYLON, POLYESTER, OR POLYETHYLENEWOVEN OR NON-WOVEN FABRIC, AT LEAST700mm IN WIDTH AND A MINIMUM UNIT WEIGHTOF 140GSM. ALL FABRICS TO CONTAINULTRAVIOLET INHIBITORS AND STABILISERSTO PROVIDE A MINIMUM OF 6 MONTHS OFUSEABLE CONSTRUCTION LIFE (ULTRAVIOLETSTABILITY EXCEEDING 70%)

FABRIC REINFORCEMENT: WIRE OR STEELMESH MINIMUM 14-GAUGE WITH A MAXIMUMMESH SPACING OF 200mm

SUPPORT POSTS/STAKES: 1500mm2 (MIN)HARDWOOD, 2500mm2 (MIN) SOFTWOOD, OR1.5kg/m (MIN) STEEL STAR PICKETS SUITABLEFOR ATTACHING FABRIC.

INSTALLATION

1. REFER TO APPROVED PLANS FOR LOCATION,EXTENT, AND REQUIRED TYPE OF FABRIC (IFSPECIFIED). IF THERE ARE QUESTIONS ORPROBLEMS WITH THE LOCATION, EXTENT,FABRIC TYPE, OR METHOD OF INSTALLATIONCONTACT THE ENGINEER OR RESPONSIBLEON-SITE OFFICER FOR ASSISTANCE.

2. TO THE MAXIMUM DEGREE PRACTICAL, ANDWHERE THE PLANS ALLOW, ENSURE THEFENCE IS LOCATED:(i) TOTALLY WITHIN THE PROPERTYBOUNDARIES;(ii) ALONG A LINE OF CONSTANT ELEVATIONWHEREVER PRACTICAL;(iii) AT LEAST 2m FROM THE TOE OF ANYFILLING OPERATIONS THAT MAY RESULT INSHIFTING SOIL/FILL DAMAGING THE FENCE.

3. INSTALL RETURNS WITHIN THE FENCE ATMAXIMUM 20m INTERVALS IF THE FENCE ISINSTALLED ALONG THE CONTOUR, OR 5 TO10m MAXIMUM SPACING (DEPENDING ONSLOPE) IF THE FENCE IS INSTALLED AT ANANGLE TO THE CONTOUR. THE ‘RETURNS’SHALL CONSIST OF EITHER:(i) V-SHAPED SECTION EXTENDING AT LEAST1.5m UP THE SLOPE; OR(ii) SANDBAG OR ROCK/AGGREGATE CHECK DAM A MINIMUM 1/3 AND MAXIMUM 1/2 FENCE HEIGHT, AND EXTENDING AT LEAST 1.5m UP THE SLOPE.

4. ENSURE THE EXTREME ENDS OF THEFENCE ARE TURNED UP THE SLOPE AT LEAST1.5m, OR AS NECESSARY, TO MINIMISE WATERBYPASSING AROUND THE FENCE.

5. ENSURE THE SEDIMENT FENCE ISINSTALLED IN A MANNER THAT AVOIDS THECONCENTRATION OF FLOW ALONG THEFENCE, AND THE UNDESIRABLE DISCHARGEOF WATER AROUND THE ENDS OF THE FENCE.

6. IF THE SEDIMENT FENCE IS TO BEINSTALLED ALONG THE EDGE OF EXISTINGTREES, ENSURE CARE IS TAKEN TO PROTECTTHE TREES AND THEIR ROOT SYSTEMSDURING INSTALLATION OF THE FENCE. DONOT ATTACH THE FABRIC TO THE TREES.

7. UNLESS DIRECTED BY THE SITESUPERVISOR OR THE APPROVED PLANS,EXCAVATE A 200mm WIDE BY 200mm DEEPTRENCH ALONG THE PROPOSED FENCE LINE,PLACING THE EXCAVATED MATERIAL ON THEUP-SLOPE SIDE OF THE TRENCH.

8. ALONG THE LOWER SIDE OF THE TRENCH,APPROPRIATELY SECURE THE STAKES INTOTHE GROUND SPACED NO GREATER THAN 3mIF SUPPORTED BY A TOP SUPPORT WIRE ORWEIR MESH BACKING, OTHERWISE NOGREATER THAN 2m.

9. IF SPECIFIED, SECURELY ATTACH THESUPPORT WIRE OR MESH TO THE UP-SLOPESIDE OF THE STAKES WITH THE MESHEXTENDING AT LEAST 200mm INTO THEEXCAVATED TRENCH. ENSURE THE MESH ANDFABRIC IS ATTACHED TO THE UP-SLOPE SIDEOF THE STAKES EVEN WHEN DIRECTING AFENCE AROUND A CORNER OR SHARPCHANGE OF DIRECTION.

10. WHEREVER POSSIBLE, CONSTRUCT THESEDIMENT FENCE FROM A CONTINUOUS ROLLOF FABRIC. TO JOIN FABRIC EITHER:(i) ATTACH EACH END TO TWO OVERLAPPINGSTAKES WITH THE FABRIC FOLDING AROUNDTHE ASSOCIATED STAKE ONE TURN, AND WITHTHE TWO STAKES TIED TOGETHER WITH WIRE;OR(ii) OVERLAP THE FABRIC TO THE NEXTADJACENT SUPPORT POST.

11. SECURELY ATTACH THE FABRIC TO THESUPPORT POSTS USING 25 X 12.5mm STAPLES,OR TIE WIRE AT MAXIMUM 150mm SPACING.

12. SECURELY ATTACH THE FABRIC TO THESUPPORT WIRE/MESH (IF ANY) AT A MAXIMUMSPACING OF 1m.

13. ENSURE THE COMPLETED SEDIMENTFENCE IS AT LEAST 450mm, BUT NOT MORETHAN 700mm HIGH. IF A SPILL-THOUGH WEIRIS INSTALLED, ENSURE THE CREST OF THEWEIR IS AT LEAST 300mm ABOVE GROUNDLEVEL.

14. BACKFILL THE TRENCH AND TAMP THE FILLTO FIRMLY ANCHOR THE BOTTOM OF THEFABRIC AND MESH TO PREVENT WATER FROMFLOWING UNDER THE FENCE.

ADDITIONAL REQUIREMENTS FOR THEINSTALLATION OF A SPILL-THROUGH WEIR

1. LOCATE THE SPILL-THROUGH WEIR SUCHTHAT THE WEIR CREST WILL BE LOWER THANTHE GROUND LEVEL AT EACH END OF THEFENCE.

2. ENSURE THE CREST OF THESPILL-THROUGH WEIR IS AT LEAST 300mm THEGROUND ELEVATION.

3. SECURELY TIE A HORIZONTAL CROSSMEMBER (WEIR) TO THE SUPPORT POSTS/STAKES EACH SIDE OF THE WEIR. CUT THEFABRIC DOWN THE SIDE OF EACH POST ANDFOLD THE FABRIC OVER THE CROSS MEMBERAND APPROPRIATELY SECURE THE FABRIC.

4. INSTALL A SUITABLE SPLASH PAD AND/ORCHUTE IMMEDIATELY DOWN-SLOPE OF THESPILL-THROUGH WEIR TO CONTROL SOILEROSION AND APPROPRIATELY DISCHARGETHE CONCENTRATED FLOW PASSING OVERTHE WEIR.

MAINTENANCE

1. INSPECT THE SEDIMENT FENCE AT LEASTWEEKLY AND AFTER ANY SIGNIFICANT RAIN.MAKE NECESSARY REPAIRS IMMEDIATELY.

2. REPAIR ANY TORN SECTIONS WITH ACONTINUOUS PIECE OF FABRIC FROM POSTTO POST.

3. WHEN MAKING REPAIRS, ALWAYS RESTORETHE SYSTEM TO ITS ORIGINALCONFIGURATION UNLESS AN AMENDEDLAYOUT IS REQUIRED OR SPECIFIED.

4. IF THE FENCE IS SAGGING BETWEENSTAKES, INSTALL ADDITIONAL SUPPORTPOSTS.

5. REMOVE ACCUMULATED SEDIMENT IF THESEDIMENT DEPOSIT EXCEEDS A DEPTH OF 1/3THE HEIGHT OF THE FENCE.

6. DISPOSE OF SEDIMENT IN A SUITABLEMANNER THAT WILL NOT CAUSE AN EROSIONOR POLLUTION HAZARD.

7. REPLACE THE FABRIC IF THE SERVICE LIFEOF THE EXISTING FABRIC EXCEEDS6-MONTHS.

REMOVAL

1. WHEN DISTURBED AREAS UP-SLOPE OF THESEDIMENT FENCE ARE SUFFICIENTLYSTABILISED TO RESTRAIN EROSION, THEFENCE MUST BE REMOVED.

2. REMOVE MATERIALS AND COLLECTEDSEDIMENT AND DISPOSE OF IN A SUITABLEMANNER THAT WILL NOT CAUSE AN EROSIONOR POLLUTION HAZARD.

3. REHABILITATE/REVEGETATE THEDISTURBED GROUND AS NECESSARY TOMINIMISE THE EROSION HAZARD.

SEDIMENT FENCE DETAILS


W O R K P L A C E N O T E S

WORKPLACE HEALTH AND SAFETY1. FALLS. SLIPS. TRIPS

3) WORKING AT HEIGHTSDURING CONSTRUCTION

Wherever possible, components for this building should be prefabricated off-site or at ground level tominimise the risk of workers falling more than two metres. However. construction of this building willrequire workers to be working at heights where a fall in excess of two metres is possible and injuryis likely to result from such a fall. The builder should provide a suitable barrier wherever a person isrequired to work in a situation where falling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

For houses or other low-rise buildings where scaffolding is appropriate:

Cleaning and maintenance of windows. walls, root or other components of this building will requirepersons to be situated where a fall from a height in excess of two metres is possible. Where thistype of activity is required. scaffolding, ladders or trestles should be used in accordance with relevantcodes of practice, regulations or legislation.

For buildings where scaffold, ladders. trestles are not appropriate:

Cleaning and maintenance of windows, walls, roof or other components of this building will requirepersons to be situated where a fall from a height in excess of two metres is possible. Where thistype of activity is required. scaffolding. fall barriers or Personal Protective Equipment (PPE) should beused in accordance with relevant codes of practice. regulations or legislation.

b) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHES Specified

If ?nishes have been specified by designer. these have been selected to minimise the risk of floors

and paved areas becoming slippery when wet or when walked on with wet shoes/feet. Any changes

to the speci?ed finish should be made in consultation with the designer or. if this is not practical.surfaces with an equivalent or better slip resistance should be chosen.

FLOOR FINISHES By Owner

If designer has not not been involved in the selection of surface finishes. the owner is responsiblefor the selection of surface ?nishes in the pedestrian trafficable areas of this building. Surfaces

should be selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004.

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

Due to design restrictions for this building. steps and/or ramps are included in the building whichmay be a hazard to workers carrying objects or otherwise occupied. Steps should be clearly markedwith both visual and tactile warning during construction, maintenance. demolition and at all timeswhen the building operates as a workplace.

Building owners and occupiers should monitor the pedestrian access ways and in particular access toareas where maintenance is routinely carried out to ensure that surfaces have not moved or crackedso that they become uneven and present a trip hazard. Spills, loose material. stray objects or anyother matter that may cause a slip or trip hazard should be cleaned or removed from access ways.Contractors should be required to maintain a tidy work site during construction, maintenance ordemolition to reduce the risk of trips and falls in the workplace. Materials for construction ormaintenance should be stored in designated areas away from access ways and work areas.

2. FALLING OBJECTSLOOSE MATERIALS OR SMALL OBJECTS

Construction. maintenance or demolition work on or around this building is likely to involve personsworking above ground level or about floor levels. Where this occurs one or more of the followingmeasures should be taken to avoid objects falling from the area where the work is being carried outOnto persons below.

1. Prevent or restrict access to areas below where the work is being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have Personal Protective Equipment (PPE).

BUILDING COMPONENTS

During construction, renovation or demolition of this building, parts of the structure including fabricated

steel work. heavy panels and many other components will remain standing prior to or after supportingparts are in place. Contractors should ensure that temporary bracing or other required support is in

place at all times when collapse which may injure persons in the area is a possibility.

Mechanical lifting of materials and components during construction, maintenance or demolition presentsa risk of falling objects. Contractors should ensure that appropriate lifting devices are used. that loadsare properly secured and that access to areas below the load is prevented or restricted.

3. TRAFFIC MANAGEMENT

For building on a major road. narrow road or steeply sloping road:

Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traf?c hazard.During construction. maintenance or demolition of this building designated parking for workers andloading areas should be provided. Trained traf?c management personnel should be responsible for thesupervision of these areas.

For building where on-site loading/unloading is restricted:

Construction of this building will require loading and unloading of materials on the roadway. Deliveriesshould be well planned to avoid congestion of loading areas and trained traf?c management personnelshould be used to supervise loading/unloading areas.

For all buildings:

Busy construction and demolition sites present a risk of collision where deliveries and other traf?c aremoving within the site. A traffic management plan supervised by trained traffic management personnelshould be adopted for the work site.

4. SERVICES

GENERAL

Rupture of services during excavation or other activity creates a variety of risks including releaseof hazardous material. Existing services are located on or ar0und this site. Where known. theseare identi?ed on the plans but the exact location and extent of services may vary from that

indicated. Services should be located using an appropriate service (such as Dial Before You Dig).appropriate excavation practice should be used and. where necessary. specialist contractors shouldbe used.

Locations with undergrOUnd power:

Underground power lines MAY be located in or around this site. All underground power lines mustbe disconnected ar carefully located and adequate warning signs used prior to any construction.maintenance or demolition commencing.

Locations with overhead power lines:

Overhead power lines MAY be near or on this site. These pose a risk of electrocution it struck orapproached by lifting devices or other plant and persons working above ground level. Where thereis a danger of this occurring. power lines should be. where practical. disconnected or relocated.Where this is not practical adequate warning in the form of bright coloured tape 0r signageshould be used or a protectiVe barrier provided.

5. MANUAL TASKS

Components within this design with a mass in excess of 25kg should be lifted by two or moreworkers or by mechanical lifting device. Where this is not practical. suppliers or fabricators shouldbe required to limit the component mass.

All material packaging. building and maintenance components should clearly show the total massof packages and where practical all items should be stored on site in a way which minimisesbending before lifting. Advice should be provided on safe lifting methods in all areas where liftingmay occur. Construction, maintenance and demolition of this building will require the use ofportable tools and equipment.

These should be fully maintained in accordance with manufacturer’s speci?cations and not used

where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag.All safety guards or devices should be regularly checked and Personal Protective Equipment should

be used in accordance with manufacturer's specification.

6. HAZARDOUS SUBSTANCESASBESTOS

For alterations to a building constructed prior to 1990:

If this existing building was constructed prior to:

1990 — it therefore may contain asbestos

1986 - it therefore is likely to contain asbestos either in cladding material or in fire retardantinsulation material. In either case, the builder should check and. if necessary, take appropriateaction before demolishing. cutting. sanding. drilling or otherwise disturbing the existing structure.

POWDERED MATERIALS

Many materials used in the construction of this building can cause harm if inhaled in powderedform. Persons working on or in the building during construction. operational maintenance ordemolition should ensure good ventilation and wear Personal Protective Equipment includingprotection against inhalation while using powdered material or when sanding. drilling. cutting orotherwise disturbing or creating powdered material.

TREATED TIMBER

The design of this building may include provision for the inclusion of treated timber within thestructure. Dust or fumes from this material can be harmful. Persons working on or in the

building during constmction, operational maintenance or demolition should ensure good ventilationand wear Personal Protective Equipment including protection against inhalation of harmful material

when sanding. drilling. cutting or using treated timber in any way that may cause harmfulmaterial to be released. 00 not burn treated timber.

7. CONFINED SPACESEXCAVATION

Construction of this building and some maintenance on the building will require excavation andinstallation of items within excavations. Where practical. installation should be carried out usingmethods which do not require workers to enter the excavation. Where this is not practical.adequate support for the excavated area should be provided to prevent collapse. Warning signsand barriers to prevent accidental or unauthorised

access to all excavations should be provided.

ENCLOSED SPACES

For buildings with small spaces where maintenance or other access may be required:

Some small spaces within this building will require access by construction or maintenanceworkers. The design documentation calls for warning signs and barriers to unauthorised access.These should bemaintained throughout the life of the building. Where workers are required toenter small spaces they should be scheduled so that access is for short periods. Manual liftingand other manual activity should be

restricted in small spaces.

SMALL PLACES

For buildings with enclosed spaces where maintenance or other access may be required:Enclosed spaces within this building may present a risk to persons entering for construction,maintenanceor any other purpose. The design documentation calls for warning signs and barriersto unauthorisedaccess. These should be maintained thmughout the life of the building. Whereworkers are required toenter enclosed spaces. air testing equipment and Personal ProtectiveEquipment should be provided.

VOLATI LE ORGANIC COMPOUNDS

Many types of glue. solvents. spray packs. paints. varnishes and some cleaning materials anddisinfectants have dangerous emissions. Areas where these are used should be kept well ventilatedwhile the material is being used and for a period after installation. Personal Protective Equipmentmayllalso be required. The manufacturer's recommendations for use must be carefully consideredat a times.

SYNTHETIC MINERAL FIBRE

Fibreglass. rockwool. ceramic and other material used for thermal or sound insulation may containsynthetic mineral fibre which may be harmful if inhaled or if it comes in contact with the skin,eyes or other sensitive parts or the body. Personal Protective Equipment including protectionagainst inhalation of harmful material should be used when installing, removing or working near

bulk insulation material.

TIMBER FLOORS

This building may contain timber flows which have an applied ?nish. Areas where finishes areapplied should be kept well ventilated during sanding and application and for a period after

installation. Personal Protective Equipment may also be required. The manufacturer'srecommendations for use must beca refully considered at all times.

8. PUBLIC ACCESS

Public access to construction and demolition sites and to areas under maintenance causes riskto workers and public. Warning signs and seems barriers to unauthorised access should beprovided. Where electrical installations. excavations. plant or loose materials are present theyshould be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDING

RESIDENTIAL BUILDINGSThis building has been designed as a residential building. If it. at a later date. it is used orintended to be used as a workplace, the provisions of the Work Health and Safety Act 2011 or

subsequent replacement Act should be applied to the new use.

10. OTHER HIGH RISK ACTIVITY

All electrical work should be carried out in accordance with Code of Practice: Managing Electrical

Risks at the Warkplace, AS/NZ 3012 and all licensing requirements.

All work using Plant should be carried out in accordance with Code of Practice: Managing Risksof Plant at the Workplace. All work should be carried out in accordance with Code of Practice:Managing Noise and Preventing Hearing Loss at Work.Due to the history of serious incidents it isrecommended that particular care be exercised when undertaking work involving steelconstruction and concrete placement. All the above applies.

THESE NOTES MUST BE READ ANDUNDERSTOOD BY ALL INVOLVED IN THEPROJECT.

THIS INCLUDES (but is not excluded to)OWNER, BUILDER, SUB—CONTRACTORS,CONSULTANTS, RENOVATORS,OPERATORS, MAINTAINERS, DEMOUSHERS.

THESE NOTES MUST BE READ ANDUNDERSTOOD BY ALL INVOLVED IN THEPROJECT.

THIS INCLUDES (but is not excluded to)OWNER, BUILDER, SUB—CONTRACTORS,CONSULTANTS, RENOVATORS,OPERATORS, MAINTAINERS, DEMOUSHERS.

CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia




D E T A I L S

SEE BORAL INSTALLTION D E T A I L S

CLIENT :

DATE:



SCALE: 1:100


General notes:



SCALE: 1: 100

Main 3 Bed Unit


7/03/19

131.8 m238.0 m24.0 m225.6 m2

Floor2nd Unit

65.5 m2


313.8 m2


Platinum Australia




storm water notes: electrical notes: site ......- wet areas to comply with the provisions of part...

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