Property Information Report

Property Information Report:

No. 34 Joel Terrace, East Perth

The City of Vincent does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the City of Vincent shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.

Properties Consulted

244 Vincent Street (cnr Loftus Street), Leederville, Western Australia, 6007

PO Box 82, Leederville, 6902

ITEM 9.1.3

95°27'16"

87°33'37"

88°4'31"

RL 12.76m

8.377.81 7.00

6.75

6.75

8.82

8.71

6.996.71

6.68

7.026.26

5.66

3.437.91

12.17

5.95

2.34

2.62

2.613.38

3.433.39

5.34

5.52

5.66

5.78

6.29

6.79

6.58

5.81 5.38

11.34

11.55

10.7410.64

9.50

9.09

8.63

9.659.04

8.547.57

13.01

12.88

12.84

13.0713.18

12.5912.4712.41

12.62

13.09

12.72

12.9712.31

2.53

66.5

RL TOP OF CRW 5.08mRL TOP OF CRW 5.8m

RL TOP OF CRW 6.66m

IL 5

.32m

IL 5

.33m

PD

WOODEN FENCE ON LSRWHBW

TSRW

WOODEN FENCE

COLORBOND ON CRW

COLORBOND ON CRW

HBW

TSRW

WOODEN FENCE

HIG

H V

OLT

AG

E P

OW

ER

LINE

S

LOT 1000

SINGLE STOREYBRICK & TILEFFL 12.83mRIDGE 18m

LOT 378

DOUBLE STOREYBRICK & ZINC

FFL 14.1m

LOT 3

DOUBLE STOREYBRICK & ZINC

FFL 8.6mRIDGE 17.07m

LOT 1VACANT

LOT 380CARPARK

CO

NC

RE

TE

CR

OS

SO

VE

R

CO

NC

RE

TE

FO

OT

PA

TH

CO

NC

RE

TE

DR

IVE

WA

Y

CO

NC

RE

TE

DR

IVE

WA

Y

4.5

1

46.3

8. 9

9

4

3. 9

9

2.87

38.66

2.0295°27'

132°16'29"132°16'30"

88°4'39"

91°55'29"

UP

#34 Lot 2

Proposed ResidenceSite Area = 285m²

JO

EL T

ER

RA

CE

GF RL 6.498

setback

6000 22870 overall

setback

6896

setback

5702 4095 4660 14115

setback

7562

6415

557

7.0

m

36.18m

35.76m

8.8

8m

setout

setb

ack

1699

LOT 378

AREAS

BASEMENT FLOOR = 126.02m²PERIMETER = 55.47m

GROUND FLOOR = 129.76m²PERIMETER = 61.77m

BALCONY = 9.43m²

COURTYARD = 8.91m²

FIRST FLOOR = 52.32m²PERIMETER = 30.59m

DECK = 21.94m²

TOTAL = 348.38m²

SITE AREA = 285m²

OPEN SPACE REQ'D = 45% (128.25m²)

OPEN SPACE = 45.72% (130.32m²)

OVER SHADOWING

AREA OVER NEIGHBOURING SITE = 106m²

1500mm dia. x 1500mmdeep concrete soakwell withtrafficable lid and grate

1500mm dia. x 1500mm deepconcrete soakwell

SOAKWELL CALCULATION

285m² x 0.0122 = 3.477m³

1.5m x 1.5m SOAKWELLS = 2.65m³

3.477 / 2.65= 1.31

2 SOAKWELLS REQUIRED

existing concrete retaining walland colorbond fence on top

6290

2069

8359 o

vera

ll

GF Area = 129.76m²

50mm setdown in slab to ensuite onground floor. run all waste pipes to ductdown through basement level

duct

waste pipe pumped up from basementlevel below. fall to sewer connection asper hydraulic design

dp

dp

dpdp

dp

front driveway and porch area tobe paved. all paving to fall towardssoakwell grate as shown

fall fall

fall

fall

new 1.8m high 'colorbond' fence tomatch existing on South boundaryinstalled to manufacturers details andspecification. fence to be alongboundary, shown off for clarity

new 18.m high 'colorbond' fence to matchexisting on South boundary installed tomanufacturers details and specification. fenceto be along boundary, shown off for clarity

dp

dp

visually permeable fence 1800mm high to easternboundary to swan river trust's requirements. seeEastern elevation for fence elevation

setout

STORE5.5m x 5.7m

LAUNDRY2.7m x 1.8m

DINING4.0m x 2.6m

line of building over

KITCHEN4.6m x 3.0m

P

fr LIVING6.9m x 3.3m

PDR

6290

2069

overa

ll

8359RL 3.155

basement retaining walls strictly tostructural engineers details andspecification

RL 3.069

setout

6000

overall

22870

setout

6896

linen

chosen pump installed tomanufacturers details andspecification. all waste pipes fromBasement and Ground Floor to runto this system, pipes are showndashed and are indicative only

310 5990 220

stairs

2005 90

kitchen / living

11580 230 2215 230

310

store

5520 470

110 110

958

90 90

fr

958

50mm setdown in slab to wetareas to provide adequate fallto tiled floor to the floor wastes

5

230

1770

90

fr

1050

90

1400

90

pd

r

3175

230

sto

re

4390

90

linen

1270

90

laund

ry

1902

230

sto

re

5750

310

230

livin

g / d

inin

g

5955

230

720

d

4980

65

w650

480

w850

369

245

6415

1699

245

4095 310

laundry

2660 90

septic

1370

230

1500

w

2000 6170

w

2000

4095 4660 11670 1725 720

2000w x 2657h 2000w x 2400h

820

720

720

2x620

650w

x 2

400h

4980w

x 2

400h s

d

corner window 2000mm x 650mm x2400mm H installed to manu detailsand spec

310

store

4430 90

lin

1000

90

1145

90

pdr

1370 90

kitchen / dining

11580 230 2215 230

1400

sta

irs

3000

230

CH 2875

CH 2875

void over kitchen area. lineof concrete slab above

123456

789

10

11

12

kitchen layout tobe by others

concrete staircase from basement toground floor. 18 risers @ 185.8mm high.Going @ 250mm. stair construction tocomply with the BCA Part 3.9

fw

fw

setout

57104101

4666 setout

14135setout

7572

3.01°

13

230mm cavity brick wallswith concrete rendered andpainted finish. colour toclients specification

B-B

A.05

A-A

A.05

zero offset from boundary masonry brick wall sealedcompletely and to be solid bricks to acheive a firerating of 60/60/60 to comply with the BCA part 3.7.1.internal lining to be 13mm thick painted plasterboardinstalled to manufacturers details and specification

zero offset from boundary masonry brick wallsealed completely and to be solid bricks toacheive a fire rating of 60/60/60 to comply withthe BCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification

setout

existing concrete retaining wall alongboundary with 'colorbond' fence over. seesite plan for retaining wall heights on A.01

duct for ground floor soilstack. run pipes from stackto pump system

all smoke alarms to behardwired and to comply withAS 3786 and the BCA part 3.7.2

smokealarm

dp

dp

dpdp

dp

smokealarm

notes:

before commencement of construction or groundworks, the neighbouring existing retaining wallneed to be supported to prevent any damage orthe result of the wall falling over.

all waste pipes from basement floor to run topump system, from system will run underbuilding to the west and rise vertically to requiredlevel to fall to sewer connection. pipes are showndashed and are indicative only

all the construction process to be within theguidelines set by 'Western Power' in regards toworking near high voltage power lines. All setbacksoutlined by 'Western Power' are to be maintained atall times during the construction stage

wmdr

col

col

col

col

col

col

beam

over

beam over

beam

over

setout

setout

setoutsetout

setout

516

2070

seto

ut

6294

seto

ut

560

seto

ut

6444

RL 3.155

paved area

350

972

350

972

350

1000

350

972

350

972

350

frameless window 2000mmw x 2657mm H installed tomanu, details and spec.

pumparea

bulkhead 2400mm above floor level.builder to liaise with air conditionerinstaller to allow for adequatesectional sizing of bulkhead

1500mm dia. x 1500mm deepconcrete soakwell

visually permeable fence 1800mm high to easternboundary to swan river trust's requirements. seeEastern elevation for fence elevation

90 820 90

duct setout

5980 230

bulkhead1000 approx.

overall

22870

provide termite barrier to boundary walls tocomply with the BCA part 3.13 and AS 3660.1

03

A.05

provide appropriate water proofmembrane to retaining walls to beinstalled to manufacturers detailsand specification

overa

ll

8359

720

1350mm high door under stairs

Drawing Number Issue

ScaleDrawing Title

Project Number

Project Description

Drawing Coordinated

Checked

Issue Revision Description Date

Key Plan.

NOTES

Drawing Director Approval

1. This drawing is to be read in conjunction with all architect,consultant drawings and specifications.2. This drawing remains the property of Megara Developments andshall not be copied in part or full or used without prior writtenpermission.3. Use figured dimensions only do not scale.4. All dimensions on drawings, including new and existing, shall bechecked on site by the builder prior to commencement ofconstruction or placing of orders. Report any discrepancies on thedrawings to the Architect immediately.

NORTH

As indicated

3K:\Architectural\PROJECT DATA\H\Hobbs, Kate\104353\02 - WF Architectural\2.30 Construction Drawings\2.32 Revit\A2011-0002 3 Storey House, Lot 2 Joel Terrace.rvt15/08/2013 5:43:40 PM

A.01

Site Plan & Basement Floor Plan

A2011-0002

Proposed 3 Storey House

Enter address here

CL

NM

PRELIMINARY

Approver

Site Planscale 1:200 @ A1 size

Basement Floor Planscale 1:100 @ A1 size

Copyrights:

all drawings produced for this project by cadds architectural remain the sole property ofCADDS Architectural Drafting and shall not be reproduced or modified in whole or in partwithout the written consent of cadds architectural.

General Notes:

do not scale from drawings

all dimensions, layouts, site conditions and levels shall be checked on site prior toconstruction / fabricationany discrepancies shall be reported to the supervising officer, if in doubt ask

it is the builders responsibility to ensure that a licensed surveyor has set out the building.setouts are only accurate if the surveyor has plotted them correctly.

all drawings shall be read in conjunction with all other drawings relating to this projectall drawings shall be read in conjunction with engineers drawings

all drawings shall be read in conjunction with relevant consultant drawings associatedwith this projectall drawings shall be read in conjunction with specifications

all work shall be carried out in accordance with the building code of australiaall work shall be carried out in accordance with the requirements and regulations of alllocal authorities

prior to construction / fabrication / manufacture, ensure the latest drawings are beingused and engineering approval has been obtained based on the latest revision, if indoubt ask

builder to supply shop drawings for all structural steel items

installation of all building materials, to be installed in accordance to manufacturersrecommendations.

Roof Framing:

conventional roof framing structure to comply with BCA codes and AS1684.2 timberframing codes

steel roof framing structure to comply with the BCA 3.4.2 and AS 4600

roof tie-downs in accordance with as1684-1992 clause 5.3.1.3

concrete floor slab:

to structural engineers details or 100mm thick concrete floor slab with F62 mesh,25mpa, 20mm aggregate, 80mm slump, compact to shire requirements

sewerage and stormwater:

as per plumbers application plan, all work to bca and local authority requirements

downpipes to roof shall be at centres to comply with BCA. 3.5.2

ventilation in accordance with sewerage (lighting ventilation and construction)regulations 1971 & as1688

drainage system must be in accordance with BCA and AS/NZS:3500.3.2 - 1998

smoke alarms:

smoke alarm devices shall be installed to in accordance with BCA Volume 2 Part3.7.2 and AS 3786 requirements, and shall be connected to main power and shallhave a stand-by power supply. locations of smoke alarms indicated on plans aresuggested only, final locations and types to be determined by a suitability qualifiedperson.

termite control

termite risk management system to comply with BCA Volume 2 Part 3.1.3 and AS36603.1-2000. a durable notice must be fixed to the building in a prominent locationsuch as the meter box or the like, to BCA 3.1.3.2 (b) requirements

energy efficiency:R3.5 bulk insulation between floorsR3.5 bulk insulation to roofLow E glazing to all windowsCavity brick walls on Ground Floor insulated with 'Air Cell Permican' as shown

1 Issued for Client Approval 25.07.13

2 ISSUED FOR BUILDING LICENSE 08.08.13

3 ISSED FOR BUILDING PERMIT 15.08.13

ITEM 9.1.3

garage

5.9m x 5.8m

4095 4660 14060

setout

6000

overall

22870

setback

6896

entry3.4m x 1.7m

ensuitevoid

bed 13.8m x 4.4m

balc1.7m x 5.9m

coats

RL 6.498

wir

glazed double doorsinstalled to manufacturersdetails and specification

RL 6.412RL 6.412

light well aboveshown dashed

1800mm high walls(21c) to be tiled on oneside and lined withpainted plasterboard onthe other

320

garage

5980 220

stairs

2005 90

void

4600 90

wc

1200 90

ens

2300 90

shr

1200 90 2550 230

balc

1585 230

230

200

75

wc

1225

90

wir

2800

90

1475

230

230

bed 1

5955

230

485

sd

4980

490

720

4975

720

6415

90

wir

1700 90

ens

1800 90

bed 1

3840 230

4095 4660 1160

w

2000 10955

320

garage

3915 90

coats

1975 220 2005 230 4460 90

bed 1

7520 230

balc

1585 230

2285 90

porch

1720 230

entry

4200 230

1920

242526

27 28

29 fw

fw

700

1300w

x 2

100h

openin

g

1800h shelfwith rail under

fw

glazed balustrading to theBCA Part 3.9 and AS 1288installed to manufacturersdetails and specification

RL 6.448

50mm stepdown inconcrete slab to balcony.provide 20mm fall to floor

glazed balustrading over small masonrywall 1000mm high to the BCA Part 3.9and AS 1288 installed to manufacturersdetails and specification

-01c

50mm setdown in slab to wet areas toprovide adequate fall to tiled floor to thefloor wastes. provide wet area membraneunder tiles to AS 3740

3.01°

RL 6.498

CH 2670

tiled

15161718

232221

3031

concrete staircase from ground floor tofirst floor. 17 risers @ 181.5mm high.Goings @ 250mm. stair construction tocomply with the BCA Part 3.9

brick wall 1000mm high to following lineof stair as balustrading to comply with theBCA Part 3.9 installed to manufacturersdetails and specification

2x620

700w

bench

tiled seat in shower 450mmabove floor level. tiles to falltowards floor waste

void

4390

230

stia

rs

2750

230

gara

ge

5530

90

coats

500

90

chosen sectional door installedto manufacturers details andspecification

6mm renderboard over steelframed system around sectionaldoor installed to manufacturersdetails and specification, concreterendered and painted finish. colourto be chosen by client

lockable gate to front of residence.gate and fence design to bechosen by client and installed tomanufacturers details andspecification

masonry brick porch with concrete roof over.steel framed extrusion to match aroundsectional door. all materials used on steelframed structure to be non-combustible tocomply with BCA Vol 1 Part 3.7.1

230

gara

ge

5830

230

2069

284

d

15852

00

413

d

5465

413

roof over @ 5 ° pitch showndashed

glazed sliding doors out to balconyarea installed to manufacturersdetails and specification

line ofbuilding over

2000w x 2400h

4950w

x 2

400h

720

249

1565

300

CH 2760

overa

ll

8359

2069

2114

230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification

6290

2069

820

B-B

A.05

5465w

x 2

486h

A-A

A.05

720

smokealarm

setout

sewerage disposal drainduct from first floor

90

duct

440 90

dp

dpdp

dpfall

fall

2x920

existing concrete retaining wallalong boundary with 'colorbond'fence over. see site plan forretaining wall heights on A.01



all smoke alarms to behardwired and to comply withAS 3786 and the BCA part 3.7.2

smokealarm

notes:

before commencement of construction or groundworks, both the neighbouring existing walls needto be supported to prevent any damage or theresult of the wall falling over.

dp

dp

skylight dashed above

720

col

col

col

col

col

walls shown as this to beinsulated with 'aircell permican'installed to manufacturers detailsand specification

void

positio

n

2082

rooflight position

2390 CL

C L

CL

rooflig

ht positi

on

2385

void position

2300

overall

22870

CH 2100

DECK

2069

6290

3.6m x 5.9m

BED 34.2m x 3.8m

BED 25.4m x 2.9m

BATH3.9m x 2.5m

RL 9.584

robe

robe

proposed upstand with glazedlight well set in concrete slab.glazing to comply with AS 1288.refer to Section C-C forwaterproofing detail on A.05

non-combustible aluminium louvred screens1650mm high above floor level to comply withthe BCA part 3.7.1 installed to manufacturersdetails and specification

245

1699

6415

242526

27 28

29

232221

303132333435

5°

5°

3 leaves of bricks wall withconcrete rendered andpainted finish. colour toclients specification

concrete roof set 50mm lower thanfirst floor level with fall of 20mmtowards front into small spoon drain

concrete staircase from ground floor to firstfloor. 17 risers @ 181.5mm high. Goings @250mm. stair construction to comply with theBCA Part 3.9

balustrading to complywith the BCA Part 3.9installed to manufacturersdetails and specification

aluminium louvred screens 1650mm highabove floor level installed tomanufacturers details and specification

'colorbond' 300mm wide boxgutter to match roof colourinstalled to manufacturersdetails and specification

'colorbond custom orb' roof sheeting @5 ° pitch installed to manufacturersdetails and specificaiton

provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specification

'lysaght' downpipes to match wall colourinstalled to manufacturers details andspecification

dp

dp

recess in brickwork for smallspotlights to front Elevation,provide appropriate lintel overrecess. lights to be installed tomanufacturers specification.

concrete slab setdown 50mm. 20mmfall to slab. slab to fall towards northand south sides into small troughs

fall

fall

RL 9.534

spout through wall from trough drain atbalcony ends to allow water to flow into boxgutter. seal penetration through masonryappropriately

320

bed 2

5420 90

r

600

90

stairs

2005 230 3685 10430

320

bed 2

2915 90 910 90

hall

4200 230 3575 110 10320 110

1582

light well

1156 947

8755 14115

overall

22870

230

ha

ll / sta

irs

3770

90

248

bed 3

4021

90

ha

ll

980

90

robe

2700

230

1068

230

ba

th

2530

90

bed 2

3210

230

525w

x2143h

525w

x2143h

525w

x2143h

525w

x2143h

630

w525

925

w525

1080

w525

925

w525

630

1068

1405

recess

425

2630

recess

425

1405

230

sta

irs

2250

1520

90

bed 3

3805

fall

fall

90

6235

90

1699

overa

ll

8359

1979

w

2000

365

d

900

290

w

1690

890

2000w

x 2

400h

1690w

x 2

400h

820

820

820

720

CH 2760

CH 2760

CH 2760tiled

fw

fw

50mm setdown in slab to wet areasto provide adequate fall to tiledfloor to the floor wastes

zero offset from boundary wall. masonrybrick wall sealed completely to acheive afire rating of 60/60/60 to comply with theBCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification

B-B

A.05

A-A

A.05

robe

fall

fall

fall

fall

fall

dp

dp

dpdp

smokealarm

'colorbond' rainwater heads tomatch wall colour to be installedto manufacturers details andspecification

'colorbond' downpipes with rainwaterspreaders at bottom to match wallcolour installed to manufacturersdetails and specification

3 x

720

chosen skylight for ground floor ensuitebelow. provide proprietary flashings aroundskylight to roof sheeting junctions and installto manufacturers details and specification

C-C

A.05

320

bath

3915 90

bed 3

4200 230

bed 3

4200 230

8755

overa

ll

8359


ScaleDrawing Title

Project Number

Project Description

Drawing Coordinated

Checked


Key Plan.

NOTES



NORTH

1 : 100


A.02

Ground Floor & First Floor Plans

A2011-0002


Enter address here

CL

NM

PRELIMINARY

Approver

Ground Floor Planscale 1:100 @ A1 size

First Floor Planscale 1:100 @ A1 size




ITEM 9.1.3

Ground Floor RL 6.498 39c

0

First Floor RL 9.584 25c

3086

GF WP height RL 9.200 31c + WP

2702

Basement RL 3.155 -39c

-3343

RL 13.632

B Ceiling

-468 -11c

28c

64c64c

ridge h

eig

ht

10477

-08c

f s s f

f s s f

ff

04c

40c

1000

1000

-28c

First Floor RL 12.372 68c + WP

5874

2788

384

2702

468

2875

20.0

0°

74c

50mm stepdown in concreteslab to balcony shown dashed.provide 20mm fall to floor

glazed balustrading over small masonrywall to the BCA Part 3.9 and AS 1288installed to manufacturers details andspecification

glazed sliding doors installed tomanufacturers details and specification


non-combustible aluminum louvredscreens 1650mm high above floor level tocomply with the BCA Part 3.7.1 installedto manufacturers details and specification

'colorbond custom orb' roof sheeting @ 5°pitch beyond shown dashed installed tomanufacturers details and specificaiton

provide proprietary non-combustible'colorbond' flashings to match roof colour toridge and roof to wall junctions installed tomanufacturers details and specification

glazed

aluminum framed fixed windows installedto manufacturers details andspecification

non-combustible 'colorbond custom orb' roofsheeting @ 20° pitch to comply with the BCAVol 1 Part 3.7.1 installed to manufacturersdetails and specification.

1650

2400

existing concrete retaining wall showndashed along boundary with 'colorbond'fence over. see site plan for retaining wallheights on A.01

a

'colorbond' rainwater heads to match wallcolour to be installed to manufacturersdetails and specification

'colorbond' downpipes to match wallcolour to be installed to manufacturersdetails and specification

dpdpdp

dp

aluminum louvred screens 1650mm high abovefloor level installed to manufacturers detailsand specification

1900

visually permeable fence 1800mmhigh to eastern boundary to swanriver trust's requirements shownsemi transparent for clarity

393

607

non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed tomanufacturers details and specification


0


3086


2702


-33432875

468

2702

384

2788

RL 13.632

B Ceiling

-468


5874


zero offset from boundary masonry brick wall sealed completely and tobe solid bricks to acheive a fire rating of 60/60/60 to comply with theBCA part 3.7.1. internal lining to be 13mm thick painted plasterboardinstalled to manufacturers details and specification

non-combustible 'colorbond' parapetgutter to comply with the BCA Vol 1Part 3.7.1 to match roof colourinstalled to manufacturers details andspecification

20.0

0°

Permanent non-combustible aluminumpowdercoated louvred screens 1650mmhigh above floor level to comply with theBCA Part 3.7.1 installed to manufacturersdetails and specification

parapet wall with 'colorbond' flashing as gutterinstalled to manufacturers details andspecification. wall to have concrete renderedand painted finish, colour to be chosen by client

provide proprietary non-combustible'colorbond' flashings to comply with the BCAVol 1 Part 3.7.1 to match roof colour to ridgeand roof to wall junctions installed tomanufacturers details and specification

1650

6mm renderboard over steel truss system installedto manufacturers details and specification,concrete rendered and painted finish. colour to bechosen by client

6mm renderboard over steel framedsystem around sectional door installed tomanufacturers details and specification,concrete rendered and painted finish.colour to be chosen by client

natural ground line shown dashed

proposed ground line to thisboundary may change due tocommence of neighbouring lot

ridge h

eig

ht

7134

74c

40c

dp

'colorbond downpipes to match wall colourinstalled to manufacturers details andspecification

'colorbond' rainwater heads tomatch wall colour to beinstalled to manufacturersdetails and specification


0


3086


2702


-3343

384

2702

468

2875

RL 13.662

B Ceiling

-468


5874


zero offset from boundary masonry brickwall sealed completely and to be solidbricks to acheive a fire rating of60/60/60 to comply with the BCA part3.7.1. internal lining to be 13mm thickpainted plasterboard installed tomanufacturers details and specification

permanent aluminum louvredscreens 1650mm high above floorlevel installed to manufacturersdetails and specification


6mm renderboard over steel framed systemaround sectional door installed to manufacturersdetails and specification, concrete rendered andpainted finish. colour to be chosen by client

natural ground lineshown dashed

proposed ground line

existing concrete retaining wallalong boundary with 'colorbond'fence over shown dashed, seesite plan for retaining wall heightson A.01

1800


1650

masonry brick porch with concrete roof over. steelframed extrusion to match around sectional door. allmaterials used on steel framed structure to be non-combustible to comply with BCA Vol 1 Part 3.7.1

'colorbond' gutter and fascia to match roofcolour installed to manufacturers details andspecification

20

provide proprietary non-combustible 'colorbond'flashings to comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour to ridge and roof to wall junctionsinstalled to manufacturers details and specification

230mm cavity brick walls withconcrete rendered and paintedfinish. colour to clients specification

parapet wall with 'colorbond' flashing asgutter installed to manufacturers details andspecification. wall to have concreterendered and painted finish, colour to bechosen by client

20.0

0°

f

f f

dp dp

dpdp

'colorbond' rainwater heads to matchwall colour to be installed tomanufacturers details and specification

28c

40c

00c

-08c-11c

'colorbond downpipes to match wallcolour installed to manufacturersdetails and specification

provide waterproof membrane tounderside of concrete slab and footingsinstalled to manufacturers details andspecification

frameless window 2000mmw x 2657mm H installed tomanu, details and spec.



0


3086


2702

384

2702

RL 13.632

lighting

ridge h

eig

ht

7134


5874

28c

non-combustible 'colorbond custom orb'roof sheeting @ 20° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.


6mm renderboard over steel framedsystem around sectional door installed tomanufacturers details and specification,concrete rendered and painted finish.colour to be chosen by client

chosen sectional door installed tomanufacturers details and specification

lockable gate to front of residence.gate and fence design to be chosen byclient and installed to manufacturersdetails and specification

20.0

0°

'colorbond' gutter and fascia to match roofcolour installed to manufacturers detailsand specification

28c

39c

64c

39c

64c

39c

64c

39c

64crecess in brickwork for small spotlightsto front Elevation, provide appropriatelintel over recess. lights to be installedto manufacturers specification.

barge board to be painted to match wallcolour installed to manufacturers detailsand specification

f

a

f

a

f

a

f

a

150 150

2400

75

3290

dp

325

frosted glazing to bottom ofwindows to First Floor Bathroom

771

1114

masonry brick porch with concrete roof over.steel framed extrusion to match around sectionaldoor. all materials used on steel framedstructure to be non-combustible to comply withBCA Vol 1 Part 3.7.1

non-combustible 'colorbond' parapet gutter tocomply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed to manufacturersdetails and specification

builder to provide appropriate water proofingto parapet wall and roof junction

5°

5°

Permanent aluminumpowdercoated louvred screens1650mm high above floor levelinstalled to manufacturers detailsand specification

non-combustible 'colorbond' 300mm wide boxgutter to match roof colour to comply with theBCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification

non-combustible 'colorbond custom orb'roof sheeting @ 5° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specificaiton


'colorbond' rectangular 100x50downpipes to match wall colourinstalled to manufacturers details andspecification

dp

dp

20°

20°

20°

20°

20°

non-combustible 'colorbond' flashing to act asgutter installed to manufacturers details andspecification. refer to A.05 for cross section. tocomply with the BCA Vol 1 Part 3.7.1

outline of buildingshown dashed under

non-combustible 'colorbond custom orb'roof sheeting @ 20° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.



'colorbond' rainwater heads to matchwall colour to be installed tomanufacturers details and specification

concrete roof set 50mm lower than firstfloor level with fall of 20mm towardsfront into small spoon drain

'colorbond' gutter and fascia to matchroof colour installed to manufacturersdetails and specification

dpfall

fall

fall

fall

fall

fall

fall

fall

fall

fall

fallfall

fall

ridgeridge

hip

valle

y

hip

hip

hip

ridge

dp

'colorbond' rectangular 100x50downpipes to match wall colour installedto manufacturers details and specification

'colorbond' 300mm wide box gutter tomatch roof colour installed tomanufacturers details and specification

Permanent non-combustiblealuminum powdercoated louvredscreens 1650mm high above floorlevel to comply with the BCA Part3.7.1 installed to manufacturersdetails and specification

C-C

A.05

fall


dp

builder to provide appropriate waterproofing to parapet wall and roof junction


ScaleDrawing Title

Project Number

Project Description

Drawing Coordinated

Checked


Key Plan.

NOTES



1 : 100


A.03

Elevations and Roof Plan

A2011-0002


Enter address here

CL

NM

PRELIMINARY

Approver

East Elevationscale 1:100 @ A1 size

West Elevationscale 1:100 @ A1 size

North Elevationscale 1:100 @ A1 size

South Elevationscale 1:100 @ A1 size

Front Perspective




ITEM 9.1.3


0


3086


2702


-3343

2788

384

2702

468

2875

fridge recess


permanent aluminum louvredscreens 1650mm high abovefloor level installed tomanufacturers details andspecification

'colorbond' 300mm wide box gutter tomatch roof colour installed tomanufacturers details and specification

'colorbond custom orb' roof sheeting@ 5 ° pitch installed to manufacturersdetails and specificaiton

provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specificationspout from trough drain at balcony

end to allow water to flow into boxgutter. seal penetration throughmasonry appropriately

zero offset from boundary masonry brick wall sealedcompletely and to be solid bricks to acheive a fire ratingof 60/60/60 to comply with the BCA part 3.7.1. internallining to be 13mm thick painted plasterboard installed tomanufacturers details and specification

300300

5.0

0°

2 course thick concrete suspendedslab strictly to structural engineersdetails and specification

floor to ceiling window withpowdercoated frames to be installed tomanufacturers details and specification.provide lintel and prietary flashing towindow head

provide approriate sealant to theexterior and interior of the frameto prevent moisture penetration tocomply with the BCA Part 3.3

concrete footings and slab strictlyto structural engineers details andspecification

provide waterproof membrane tounderside of concrete slab and footingsinstalled to manufacturers details andspecification

provide termite barrier to comply withthe BCA part 3.13 and AS 3660.1

provide proprietary flashing to boxgutter installed to manufacturersdetails and specification

ceiln

g h

eig

ht

2670

R3.5 bulk insulation batts toceiling installed to manufacturersdetails and specification

glazed balustrading over small masonry wall tothe BCA Part 3.9 and AS 1288 installed tomanufacturers details and specification

wall

heig

ht

1800

20.0

0°

glazed double doorsinstalled to manufacturersdetails and specification

1800mm high walls (21c) to betiled on one side and lined withpainted plasterboard on the other

ceili

ng h

eig

ht

2875

u/s

ide o

f sla

b

3172

172

B Ceiling

-468

950

steel truss strictly to struss manufacturersdetails and specification


5874

glazed glazed

glazed

f f

non-combustible aluminium louvred screens 1650mmhigh above floor level to comply with the BCA Part3.7.1 installed to manufacturers details andspecification

existing concrete retaining wall showndashed along boundary with'colorbond' fence over. see site planfor retaining wall heights on A.01

'colorbond' rainwater heads to match wallcolour to be installed to manufacturersdetails and specification

'colorbond' downpipes to match wallcolour to be installed to manufacturersdetails and specification

provide proprietary non-combustible'colorbond' flashings to match roof colour toridge and roof to wall junctions installed tomanufacturers details and specification


RL 3.155

RL 6.498

livingdining

bed 1

provide chosen shadow cornicesinstalled to manufacturers detailsand specification

10mm painted plasterboard ceiling fixed tobattens installed to manufacturers detailsand specification

13mm painted plasterboard to beinstalled to manufacturers detailsand specification

f

corner window above 1800 high wallto ceiling to shower recess only

provide termite barrier to boundary wallto comply with the BCA part 3.13 andAS 3660.1

475

u/s

ide o

f bulk

head

2400

ceiling height can be adjusted to allowfor plumbing disposal above. keepceiling as high as possible


0


3086


2702


-3343

ceili

ng h

eig

ht

2760

B Ceiling

-468


non-combustible 'colorbond custom orb'roof sheeting @ 20° ° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.



2 course thick concrete suspended slab strictlyto structural engineers details and specification.garage slab set down 1 course

concrete footings and slab strictlyto structural engineers details andspecification

provide waterproof membrane tounderside of concrete slab, footings andretaining walls installed to manufacturersdetails and specification

provide termite barrier tocomply with the BCA part3.13 and AS 3660.1

10mm painted plasterboard ceiling fixed tobattens installed to manufacturers detailsand specification

R3.5 bulk insulation batts to ceilinginstalled to manufacturers details andspecification

steel truss strictly to trussmanufacturers details andspecification

non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed to manufacturersdetails and specification

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

2930

31

32

33

34

35

175

concrete staircase from ground floor to firstfloor. 17 risers @ 181.5mm high. Goings @250mm. stair construction to comply with theBCA Part 3.9

concrete landings and winders to sit on innerleaf of brickwork. cut bricks to suit

riser

186

going

25020

riser

182

going

25020

2 course thick concrete suspendedslab strictly to structural engineersdetails and specification

175

steel truss structure fixed towall to structural engineersdetails and specification

6mm renderboard fixed to top hats tomanufacturers specification and finishedwith concrete render and painted finish.colour to be chosen by client

basement retaining walls strictly tostructural engineers details andspecification

provide appropriate water proofmembrane to retaining walls tobe installed to manufacturersdetails and specification

concrete paved floorto porch area


5874

2788

384

2702

468

2875

ceili

ng h

eig

ht

2760

bed 2 bath

garage

store

RL 3.155

RL 6.412

RL 9.584

chosen solid core entry door installed tomanufacturers details and specification

cut bricks to suit roof angle and attachedtop hat for gutter strap tie down point at top.provide bird board to inner leaf

13mm painted plasterboard to beinstalled to manufacturers detailsand specification

ceili

ng h

eig

ht

2875

provide chosen by client cornicesinstalled to manufacturers details andspecification

duct

provide proprietary 'colorbond' flashingsto roof wall junction installed tomanufacturers details and specification

3161

97

3000

172

86

225

280

provide termite barrier to boundarywall to comply with the BCA part 3.13and AS 3660.1

R3.5 bulk insulation batts to ceilinginstalled to manufacturers details andspecification

masonry brick porch with concrete roof over.steel framed extrusion to match aroundsectional door. all materials used on steelframed structure to be non-combustible tocomply with BCA Vol 1 Part 3.7.1

door

heig

ht

13501350mm high door under stairs

builder to provide appropriate waterproofing to parapet wall and roof junction


3086

257

343

343

257

262

242

215 215

weephole @300 ctrs

20mm fall

75mm steel frame to innerleave, height may changeto suite new frame, heightto acheive desired fall

colorbond flashing installedto manufacturers detailsand specification

selected roof light fixed to steelframe. installed to manufacturersdetails and specification

90mm brick leaf

selected tilesover grout

north

timber wedge above brickwork to suite tile fall andframe height

concrete slab and upstandto structural engineersdetails and specification

10mm gyprock lining to bepainted and installed tomanufacturers details andspecification

01

A.05


3086

weephole @ 300 ctrs

75mm steel frame to inner leave, heightmay change to suite new frame, heightto acheive desired fall

waterproof membrane

selected roof light fixed to steelframe. installed to manufacturersdetails and specification

90mm brick leaf

selected tiles over grout

concrete slab and upstand to structuralengineers details and specification

10mm gyprock lining to be paintedand installed to manufacturersdetails and specification

lap wall waterproof membrane overfloor waterproof membrane

Marine plywood

Tile to be selected by the client


-3343

44

powdercoated aluminiumstacking door frame installedto manu details and spec

conc footings as per struceng details and spec

provide waterproofmembrane to slab

44mm setdown in concreteslab for stacking door frame

selected paving


ScaleDrawing Title

Project Number

Project Description

Drawing Coordinated

Checked


Key Plan.

NOTES



As indicated


A.05

Sections A-A & B-B

A2011-0002


Enter address here

CL

NM

PRELIMINARY

Approver

Section A-A

A.01scale 1:50

Section B-B

A.01scale 1:50

Section C-C

A.02scale 1:20

Skylight Waterproofing Detail 01

A.05scale 1:5

REV 0




Stacking Door Sill Detail 03

A.01scale 1:10

ITEM 9.1.3

Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date

Client

CERTIFIED FOR STRUCTURAL ADEQUACY

CHRIS DORIAN B.E.for DEC CONSULTANTS

DATE174 Hampton RoadSouth Fremantle, WA 6162

Ph: +08 9336 2042Fx: +08 9430 7841

Em [email protected]

Proj. No. CAD No.

THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C

Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1

http://www.dorianec.com.au/

ISSUED FOR

CONSTRUCTION

11-002CD

LO

MA Standard Notes

Sept. 03, 2013

S00


Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural

GENERAL NOTES2

1. IF IN DOUBT, ASK.

2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALLARCHITECTURAL AND ALL OTHER CONSULTANTS' DRAWINGS ANDSPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BEISSUED. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENTFOR CLARIFICATION BEFORE PROCEEDING WITH WORK.

3. ALL DIMENSIONS ARE IN MILLIMETRES AND THOSE RELEVANT TO SETTING OUT(EXCLUDES FINISHES) AND OFFSITE WORK SHALL BE VERIFIED BY THECONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED.THESE DRAWINGS SHALL NOT BE SCALED.

4. ALL DIMENSIONS ARE REQUIRED TO BE CHECKED ON SITE, ANYDISCREPANCIES SHOULD BE REPORTED TO THE ENGINEER.

5. ALL LEVELS AND GRID CO-ORDINATES ARE IN METRES.

6. DURING CONSTRUCTION THE BUILDER SHALL BE RESPONSIBLE FORMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND NO PART SHALLBE OVER STRESSED UNDER CONSTRUCTION ACTIVITIES. BUILDER IS TO MAKEGOOD AFTER REMOVAL.

7. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THECURRENT EDITION OF THE RELEVANT AS CODES AND THE BY-LAWS ANDORDINANCES OF THE RELEVANT BUILDING AUTHORITY, EXCEPT WHEREVARIED BY THE CONTRACT DOCUMENTS.

8. IT IS THE BUILDERS RESPONSIBILITY TO ENGAGE AND PAY FOR ON THECLIENTS BEHALF A SUITABLE QUALIFIED ENGINEER TO SPECIFY THE DESIGNWIND PRESSURES FOR THE GLAZING SYSTEMS.

9. ALL HANDRAILS, BARRIERS AND FENCES NOT SPECIFICALLY DETAILED ON THESTRUCTURAL DRAWINGS ARE TO BE INSTALLED STRICTLY IN ACCORDANCEWITH THE MANUFACTURER'S REQUIREMENTS. BUILDER IS TO ENGAGE AQUALIFIED ENGINEER TO CHECK AND DESIGN ALL FIXINGS AND MEMBERS TOCOMPLY WITH THE CURRENT REQUIREMENTS OF THE BCA AND AS1170.

10. BUILDER IS TO ENSURE ALL FINISHES FIXED OR GLUED DIRECTLY TOSTRUCTURAL ELEMENTS HAVE SUITABLE DETAILING TO ALLOW FOR THERMALEXPANSION AND CONCRETE SHRINKAGE.

11. WATERPROOFING OF ALL STRUCTURAL COMPONENTS TO BE TO ARCHITECTSSPECIFICATION

BUILDER NOTE - COMPLIANCE INSPECTIONS

1. AS PART OF THE BUILDING LICENCE FOR THIS PROJECT, THE BUILDER MAY BEREQUIRED TO HAVE THE STRUCTURAL ENGINEER CERTIFY THE COMPLETEDSTRUCTURE HAS BEEN BUILT IN ACCORDANCE WITH THE APPROVEDDRAWINGS &/OR WITH ANY SUBSEQUENT WRITTEN INSTRUCTIONS.

2. IF DEC CONSULTING GROUP ARE TO PROVIDE THIS CERTIFICATION, THEBUILDER MUST ARRANGE FOR DEC TO INSPECT EACH OF THE STRUCTURALITEMS AT APPROPRIATE STAGES. THESE ITEMS AND STAGES INCLUDE, BUTARE NOT LIMITED TO THE FOLLOWING:,

2a. CONCRETE REINFORCEMENT, PRIOR TO POURING OF CONCRETE IN:

FOOTING EXCAVATIONS

SLABS ON GROUND

SUSPENDED SLABS AND BEAMS

CONCRETE COLUMNS AND WALLS

PRECAST OR TILT-UP WALLS

RETAINING WALLS

2b. STRUCTURAL STEELWORK PRIOR TO ANY CLADDING BEING FIXED.

2c. CONCRETE WALL PANEL CONNECTIONS.

3. THE BUILDER MUST PROVIDE APPROPRIATE EVIDENCE THAT THE SPECIFIEDCONCRETE HAS BEEN SUPPLIED FOR EACH CONCRETE ELEMENT.

4. THE BUILDER MUST PROVIDE EVIDENCE THAT THE REQUIRED LEVELS OFFOUNDATION COMPACTION HAVE BEEN ACHIEVED.

5. WHERE A GEOTECHNICAL ENGINEER HAS MADE SPECIFIC RECOMMENDATIONS,EVIDENCE THAT THESE HAVE BEEN ACHIEVED MUST BE PROVIDED.

6. UNLESS FEES FOR OUR INSPECTIONS AND CERTIFICATIONS HAVE BEENPREVIOUSLY NEGOTIATED WITH DEC BY OTHERS, THESE FEES WILL BE THEBUILDER'S RESPONSIBILITY. IT IS REQUIRED THAT THE BUILDER NEGOTIATETHESE FEES WITH THE ENGINEER AT TENDER STAGE..

7. IF THE BUILDER REQUIRES THE FABRICATION DRAWINGS TO BE CHECKED &CERTIFIED BY THE PROJECT ENGINEER, THE COSTS ASSOCIATED WITH THISWILL BE THE BUILDER'S RESPONSIBILITY, UNLESS THESE FEES HAVE BEENPREVIOUSLY NEGOTIATED WITH DEC BY OTHERS. THIS MUST BE CONFIRMEDBY THE BUILDER.

8. FOR ALL ENQUIRIES REGARDING THESE DRAWINGS, THE BUILDER IS TOCONTACT THE DESIGN ENGINEER, AS NOTED IN THE TITLE BLOCK. THE DESIGNENGINEER WILL INTRODUCE THE BUILDER TO OUR NOMINATEDREPRESENTATIVE IN OUR SITE SERVICES DIVISION.

STEEL LINTELS

STEEL LINTELS SHALL BE:

LOAD WIDTHMAXIMUM SPAN (mm)

UP TO 2400mmLINTEL DIMENSION (mm)

2400mm TO 4800mmLINTEL DIMENSIONS (mm)

950 65 x 10 FLAT 75 x 10 FLAT

1300 75 x 75 x 5.0 EA 75 x 75 x 6.0 EA

1350 TO 1550 75 x 75 x 6.0 EA 90 x 90 x 6.0 EA

1600 TO 1800 75 x 100 x 6.0 UA 90 x 90 x 8.0 EA

1850 TO 2400 100 x 100 x 8.0 EA 125 x 75 x 8.0 UA

UP TO 3000 150 x 90 x 8.0 UA 150 x 90 x 10 UA

T-LINTELS

- 250 END BEARING.

- 2 L6 GALVANIZED HD WIRES IN FIRST 2 BED JOINTS OF EACH LEAF.

- 500 LAPS, 20 SIDE COVER.

MASONRY

1. ALL BLOCKWORK & BRICKWORK SHALL BE IN ACCORDANCE WITH AS3700

2. CONCRETE BLOCKS SHALL BE IN ACCORDANCE WITH AS2733

3. REINFORCEMENT AND CONCRETE CORE FILLING SHALL COMPLY WITH THE NOTES ON"CONCRETE AND REINFORCEMENT".

4. MORTAR SHALL BE CLASSIFICATION M3 OR M4 IN ACCORDANCE WITH AS3700 2.2

5a. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT INTERSECTING WALLS & BARSANCHORED & LAPPED TO DEVELOP FULL TENSILE STRESS .

5b. SUPPORT REINFORCED BRICK LINTELS FOR 14 DAYS MINIMUM.

6. CLEANEST BLOCKS SHALL BE PROVIDED AT THE BASE OF ALL CORES SUCH CORES FORCLEANING BY AN APPROVED METHOD.

7. ALL CORES TO BE CONCRETE FILLED SHALL BE CLEANED OUT BY RODDING PRIOR TOCONCRETE FILLING.

8. RETAINING WALLS SHALL BE FULLY CORE FILLED. BACKFILL TO RETAINING WALLS SHALLNOT BE CARRIED OUT UNTIL 14 DAYS AFTER CORE FILLING.

9. PROVIDE 10mm STACK BONDED CONTROL JOINTS. CONTROL JOINT TO CONSIST OF FLEXIBLEMASONRY ANCHORS EVERY 3rd COURSE. BRUNSWICK TYPE MFA 3/3. APPLY FLEXIBLESEALANT OVER BACKING ROD. 'REFER TO ARCHITECTURAL DRAWINGS FOR EXACTLOCATION.'

10. CROSSWALLS SHALL BE FULLY BONDED FOR THE FULL HEIGHT OF INTERSECTING WALL.

11. HORIZONTAL CHASING IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM THEENGINEER.

12. LAP WIRES 500mm AT SPLICES AND AROUND CORNERS AND COG 500mm INTO INTERSECTINGWALLS. 20mm COVER TO ALL WIRES.

13. ALL WIRES IN EXTERNAL FACE OF EXTERNAL LEAF TO BE GALVANISED TO AS/NZS4680.

14. PROVIDE L6 HORIZONTAL REINFORCEMENT TO FIRST 3 BEDS OF WALLS SUPPORTED BYBEAMS AND SUSPENDED SLABS.

15. PROVIDE 10mm VERTICAL MOVEMENT JOINTS AT 5m MAX. FILL JOINT WITH COMPRESSIBLEMASTIC SEALANT & BACKING ROD.

16. BRICKWORK WITH A ≥ 50mm CAVITY TO BE TIED WITH MEDIUM DUTY TIES AT 400mm c/cVERTICALLY AND 600mm HORIZONTALLY. BRICKWORK WITH ≥ 90mm CAVITY TO BE TIED WITHHEAVY DUTY TIES AT 400mm c/c VERTICAL AND 600mm HORIZONTALLY. ALL BRICK TIES TO BESTAINLESS STEEL MIN. GRADE 316 TYP.

2 Update Design Criteria RS LO CD 05-09-13

2

DESIGN CRITERIA

1. DEAD, LIVE, WIND AND EARTHQUAKE LOADS TO AS1170.

2. DESIGN WIND CLASSIFICATION TO AS4055 : N3

REGION = A

DESIGN GUST WIND SPEED = 50.0m/sec (ULTIMATE LIMIT STATE)

= 32.0m/sec (SERVICEABILITY LIMIT STATE)

3. EARTHQUAKE

kp = 1.0

HAZARD FACTOR Z = 0.09 (PERTH)

SUBSOIL CLASS = C

4. FOUNDATIONS

REFER TO STRUCTERRE GEOTECH REPORT : REF NO. J115779

'M' CLASS SITE TO AS 2870

CLAY SITE: 150kPa BEARING PRESSURE

5. LIVE LOADS

FLOORS = 1.5kPa (2.0kPa LANDINGS & BALCONIES)

ROOFS = 0.25kPa

DRIVEWAYS & PARKING = 2.5kPa

CONCRETE AND REINFORCEMENT

1. ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600.CONCRETE SPECIFICATION SHALL BE:

LOCATION F'C (MPA) MAX AGGSIZE(mm)

SLUMP(mm)

FOOTINGS 20 20 80

GRD SLAB - INTERNAL 25 20 80

GRD SLAB - EXTERNAL 32 20 80

CORE FILL 20 10 120

SUSPENDED SLABS 32 20 80

2.

COVER TO REINFORCEMENT SHALL BE:

LOCATION BOTTOM(mm) TOP(mm) SIDES(mm)

FOOTING 70 50 50

GRD SLAB - INTERNAL - 30 50

GRD SLAB - EXTERNAL - 40 40

WITHIN MASONRY 10 10 10


INTERNAL


EXTERNAL

3. REINFORCEMENT SHALL BE SUPPORTED ON APPROVED PLASTIC ORPLASTIC TIPPED WIRE CHAIRS & HOLD RIGIDLY IN POSITION AS FOLLOWS:* BARS UP TO N12 AND FABRIC - 800mm CENTRES* BARS N16 AND LARGER - 1200mm CENTRESWELDING REINFORCEMENT IS NOT PERMITTED UNLESS APPROVED BY ENGINEER.

4. CONSTRUCTION JOINTS SHALL BE SCABBLED, CLEANED AND COATED WITHA CEMENT/WATER SLURRY IMMEDIATELY PRIOR TO PLACING CONCRETE.

5. CONCRETE SHALL BE COMPACTED USING MECHANICAL VIBRATORS.

6. CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS BY FLOODING,KEEPING CONTINUOUSLY MOIST, THE APPLICATION OF AN APPROVEDCURING COMPOUND OR BY OTHER MEANS APPROVED BY THE ENGINEER.

7. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALLBE MADE UNLESS APPROVED BY ENGINEER. PIPEWORK PASSING THROUGHFOOTING BEAMS SHALL BE TO THE APPROVAL OF THE ENGINEER & SHALLBE WRAPPED WITH A COMPRESSIBLE MATERIAL OF MINIMUM 6MM THICKNESS.

8. FORMWORK AND STRIPPING TIMES SHALL COMPLY WITH AS3610.REMOVE FORMWORK ONLY WHEN CONCRETE HAS ATTAINED ITS DESIGN (f'c)STRENGTH UNLESS OTHERWISE INSTRUCTED BY THE STRUCTURAL ENGINEER.

9. CONTROL, EXPANSION AND CONTRACTION JOINTS SHALL BE CONSTRUCTEDAS DETAILED. SAW CUT JOINTS SHALL BE MADE WITHIN 12 HOURS OFCONCRETE PLACEMENT.

10. ALL MESH TO CONFORM WITH AS1304

11. PIER FOOTINGS TO BE 75mm LARGER THAN BRICK DIMENSION. FOR ALLCASES MINIMUM SIZE TO BE 400 x 400 x 200 DEEP.

12. PLACE SLAB THICKENING (300 WIDE X 250 DEEP) UNDER INTERNALWALLS (90 or 110) HIGHER THAN 3.7m.

13. LOCATE CONDUITS AND PIPES CENTRALLY IN SLAB AT 50mm MINIMUMSPACING. USE SLIP CONNECTORS ACROSS CONTROL JOINTS.

14. REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWINGSTANDARDS:R INDICATES PLAIN REINFORCING BAR R250N TO AS/NZS4671.L INDICATES PLAIN OR DEFORMED WIRE R500L OR D500L TO AS/NZS4671.RL INDICATES DEFORMED RECTANGULAR MESH D500RL TO AS/NZS4671.SL INDICATES DEFORMED SQUARE MESH D500L TO AS/NZS4671.N INDICATES DEFORMED BARS D500N TO AS/NZS4671.S INDICATES DEFORMED BARS D250N TO AS/NZS4671.TM SUFFIX INDICATES TRENCH MESH USING DEFORMED BARS D500L TOAS/NZS4671.

15. ALL GALVANIZED ITEMS WHICH ARE CAST INTO CONCRETE ARE TO BEPASSIVATED IN A 0.2% SODIUM DICHROMATE SOLUTION OR EQUIVALENT.

16. ALL FORMWORK SHALL BE RIGIDLY CONSTRUCTED OF APPROVEDMATERIAL. FORMWORK AND SUPPORTS SHALL BE DESIGNED TOWITHSTAND ALL POSSIBLE LOAD COMBINATIONS DURING CONSTRUCTION.

BAR ø (MAX) LAP

12 450

16 800

20 1100

24 1500

28 1950

32 2400

USE THIS U.N.O.

FOUNDATION NOTES

1. DESIGN IS BASED ON CLASS 'M' FOUNDATION TYPE OR BETTER TO AS2870.IT IS THE BUILDER'S RESPONSIBILITY TO CONFIRM THE FOUNDATION TYPEPRIOR TO COMMENCING CONSTRUCTION. SHOULD THE FOUNDATION TYPEOR BEARING CAPACITY NOT SATISFY THE ABOVE CRITERIA THE BUILDERSHALL IMMEDIATELY CONTACT ENGINEER PRIOR TO CONSTRUCTIONPROCEEDING.

2. BUILDER TO GRUB OUT AND REMOVE ALL ORGANIC MATERIAL AND DEBRISFROM THE BUILDING PLATFORM.

3. AFTER EXCAVATION AND PRIOR TO PLACING ANY FILL MATERIAL, AN AREAEXTENDING TO 1500mm BEYOND THE BUILDING SHALL BE COMPACTEDWITH A MINIMUM OF 6 PASSES OF AN 8T HIGH FREQUENCY VIBRATORYROLLER. ANY SOFT AREAS SHALL BE DUG OUT AND REPLACED WITHAPPROVED NON-PLASTIC FILL. THE ENGINEER SHALL BE NOTIFIED WHENTHE FOUNDATION AREA HAS BEEN COMPLETED, AND HIS APPROVAL TOPROCEED WITH THE WORKS SHALL BE OBTAINED.

4a. FILL MATERIAL UNDER THE SLAB SHALL BE APPROVED NON-PLASTICMATERIAL COMPACTED IN 200 MAXIMUM THICKNESS LAYERS.

4b. FILL DEPTHS GREATER THAN 400mm REQUIRE "LEVEL 2" SUPERVISION INACCORDANCE WITH AS3798. CONTACT ENGINEER FOR ADVICE.

4c. PERTH YELLOW SANDS COMPACT SAND UNDER FOOTINGS AND SLABS TO 7BLOWS PER 300mm OF A 9.0kg x 600mm PENETROMETER (TO AS1289 F3.3)OR AS OTHERWISE DETERMINED BY THE STRUCTURAL ENGINEER FOR ADEPTH OF 750mm UNO.

4d. OTHER FOUNDATION MATERIAL/FILL : COMPACT BOTTOM OF ALL FOOTINGTRENCHES WHERE EXCAVATED IN NATURAL SAND TO PROVIDEPENETROMETER READINGS NOT LESS THAN 6 BLOWS PER 300mm.COMPACT OTHER SOIL EXPOSED BY EXCAVATION OR PLACED, TO AMINIMUM DENSITY OF 95% OF SRDD AT OPTIMUM MOISTURE CONTENT ±2%LABORATORY COMPACTION WHEN TESTED IN ACCORDANCE WITH AS1289.THE COST OF SUCH TESTING SHALL BE BORNE BY THE BUILDER & BEDEMONSTRATED TO A DEPTH OF 600mm BELOW THE FOUNDATION OR SLABUNO.

5. WHERE CLAY IS ENCOUNTED ON SITE, REPLACE CLAY WITH MINIMUM OF600mm DEEP CLEAN COMPACTED SAND UNDER ALL FOOTINGS & FLOORSLABS.

6. NON-PLASTIC FILL SHALL SATISFY THE FOLLOWING CRITERIA:

AS METRIC SIEVE % PASSING BY WEIGHT

75mm 100

2.36mm 25 - 70

75µm 0 - 30

LINEAR SHRINKAGE PASSING 4.25µm 0 - 6%. THE PLASTICITY INDEX (TOAS1289.3.3.1) SHALL BE LESS THAN 30% & A LIQUID LIMIT OF LESS THAN 45%MATERIAL RETAINED ON 2.36mm SIEVE SHALL CONSIST OF SOUND STONE.

7. THE BUILDING PLATFORM IS TO BE SHAPED TO ENSURE IT DRAINS TO ITSPERIMETER & THAT SUCH DRAINAGE IS TAKEN AWAY FROM THE PLATFORMAREA.

8. FOOTINGS AT LOWEST LEVEL MUST BE THE FIRST FOOTINGS CONSTRUCTED.

9. LOCATED PLUMBING LINES OVER TOP OF FOOTINGS AND STEP FOOTINGS.

10. THE OWNER IS REFERRED TO CSIRO SHEET NO. 10-91 DATED JULY 1986 - "GUIDETO HOME OWNERS ON MAINTENANCE AND FOOTING PERFORMANCE",PARTICULARLY IN RELATION TO GARDEN BEDS, IRRIGATION AND DISCHARGE OFDOWNPIPES IN PROXIMITY TO FOOTINGS ON CLAY SITES.

PROTECTIVE COATING FOR FASTENERS

ENVIRONMENT

CORROSIONRESISTANCE CLASS

(AS 3566.2) COATING TYPE

MINIMUMTHICKNESS

(MICRON METRES)

MINIMUMPOROSITY

RATING

GENERAL USE ININTERNAL APPLICATIONS

1 ELECTROPLATED ZINC

4 N/A

GENERAL USE IN OTHERTHAN EXTERNALAPPLICATIONS, BUT WHERESIGNIFICANT LEVELS OFCONDENSATION OCCURS

2 ELECTROPLATED ZINC

17 6

EXTERNAL APPLICATIONSIN MILD, OR MODERATEINDUSTRIAL/MARINEENVIRONMENTS. ISO 9223CORROSIVITY CATEGORIESC2 AND C3

3 MECHANICALLYPLATED ZINC/TIN

25 8

EXTERNAL USE IN SEVEREMARINE ENVIRONMENT.ISO 9223 CORROSIVITYCATEGORY C4

4 MECHANICALLYPLATED ZINC/TIN

45 8

NOTE:

SEVERE MARINE: UP TO 300m FROM LARGE EXPANSE OF SALT WATERMILD/MODERATE MARINE: 300m - 1Km FROM LARGE EXPANSE OF SALT WATERTHESE DISTANCES MAY INCREASE DUE TO SITE SPECIFIC FACTORS SUCH AS PREVAILING WINDS AND HEAVYSURF

PROTECTIVE COATINGS FOR STEELWORK

ENVIRONMENT LOCATION MINIMUM PROTECTIVE COATING GENERAL STRUCTURAL STEELMEMBERS

MODERATEMORE THAN 1KmFROM BREAKINGSURF OR MORETHAN 100mFROM SALTWATER NOTSUBJECT TOBREAKING SURFOR NON-HEAVYINDUSTRIALAREAS

INTERNALEXTERNAL

NO PROTECTION REQUIRED IN A PERMANENTLY DRY LOCATION NOTE 6.OPTION 1. 2 COATS ALKYD PRIMEROPTION 2. 2 COATS ALKYD GLOSSOPTION 3. HOT DIP GALVANISE 300g/m2 MINOPTION 4. HOT DIP GALVANISE 100g/m2 MINPLUS -a) 1 COAT SOLVENT BASED VINYL PRIMER; ORb) 1 COAT1 VINYL GLOSS OR ALKYD

PROTECTIVE COATINGS FOR STEELWORK NOTES

1. HEAVY INDUSTRIAL AREAS MEANS INDUSTRIAL ENVIRONMENTS AROUND MAJOR INDUSTRIALCOMPLEXES. THERE ARE ONLY A FEW SUCH REGIONS IN AUSTRALIA, EXAMPLES OF WHICH OCCURAROUND PORT PIRIE AND NEWCASTLE.

2. THE OUTER LEAF AND CAVITY OF AN EXTERNAL MASONRY WALL OF A BUILDING, INCLUDING WALLSUNDER OPEN CARPORTS ARECONSIDERED TO BE EXTERNAL ENVIRONMENTS. A PART OF ANINTERNAL LEAF OF AN EXTERNAL MASONRY WALL WHICH ISLOCATED IN THE ROOF SPACE IS CONSIDERED TO BE IN AN INTERNALENVIRONMENT.

3. WHERE A PAINT FINISH IS APPLIED THE SURFACE OF THE STEEL WORK MUST BE HAND OR POWERTOOL CLEANED TO REMOVE ANY RUST IMMEDIATELY PRIOR TO PAINTING.

4. ALL ZINC COATINGS (INCLUDING INORGANIC ZINC) REQUIRE A BARRIER COAT TO STOPCONVENTIONAL DOMESTIC ENAMELS FROM PEELING.

5. REFER TO THE PAINT MANUFACTURER WHERE DECORATIVE FINISHES ARE REQUIRED ON TOP OFTHE MINIMUM COATING SPECIFIED IN THE TABLE FOR PROTECTION OF THE STEEL AGAINSTCORROSION.

6. INTERNAL LOCATIONS SUBJECT TO MOISTURE, SUCH AS IN CLOSE PROXIMITY TO KITCHEN ORBATHROOM EXHAUST FANS ARE NOT CONSIDERED TO BE IN A PERMANENTLY DRY LOCATION ANDPROTECTION AS SPECIFIED FOR EXTERNAL LOCATIONS IS REQUIRED.

7. FOR APPLICATIONS OUTSIDE THE SCOPE OF THIS TABLE, SEEK SPECIALIST ADVICE.

STRUCTURAL STEEL

1. ALL STEELWORK SHALL BE IN ACCORDANCE WITH:AS3990 STEELWORK FOR ENGINEERING APPLICATIONSAS4100 STEEL STRUCTURESAS1538 COLD FORMED STEEL STRUCTURES

2. FABRICATOR TO CHECK ALL DIMENSIONS BEFORE CUTTING MATERIALS ORMANUFACTURING. FABRICATION TO AS4100 UON. THESE DRAWING ARE TOBE READ IN CONJUNCTION WITH THE PROJECT ARCHITECTURAL ANDOTHER CONSULTANTS' DRAWINGS.

3. UNLESS NOTED OTHERWISE ALL STEEL SHALL BE:AS3678 GRADE 250 HOT ROLLED PLATESAS3679.1 GRADE 300 HOT ROLLED UB, PFC, TFC, TFB, EA,UA & FLATSAS3679.2 GRADE 300 WB & WCAS1163 GRADE 250 FOR CIRCULAR HOLLOW SECTIONS Ø165mm & LESSAS1163 GRADE 350 FOR CIRCULAR HOLLOW SECTIONS LARGER THANØ165mm RECTANGULAR HOLLOW SECTIONSAS1397 500MPa FOR 1.2mm THICK PURLINS & GIRTS450MPa FOR 1.6mm THICK PURLINS & GIRTS450MPa FOR 1.0mm THICK CF CHANNELS450MPa FOR 1.6mm THICK CF CHANNELS

4. GALVANISING SHALL BE HOT DIPPED TO AS/NZS 4680

5. BOLTS SHALL BE GALVANISED AND OF SUFFICIENT LENGTH TO EXCLUDETHE THREAD FROM THE SHEAR PLANE. A SUITABLE WASHER SHALL BEUSED UNDER ALL NUTS, WHEN TENSIONING IS SPECIFIED HIGH STRENGTHBOLTS SHALL BE FULLY TENSIONED WITH LOAD INDICATING WASHERS TOTHE REQUIREMENTS OF AS4100.

6. BOLT LEGEND 4.6/S COMMERCIAL GRADE 4.6 BOLTS SNUG TIGHTENED 8.8/SHIGH STRENGTH GRADE 8.8 BOLTS SNUG TIGHTENED. 8.8/TB HIGHSTRENGTH GRADE 8.8 BOLTS TENSIONED BEARING CONNECTION. 8.8/TFHIGH STRENGTH GRADE 8.8 BOLTS TENSIONED FRICTION CONNECTION.

7. UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY -(i) CLEATS, BRACKETS, STIFFENERS ETC. TO BE 10mm THICK,EX-STANDARD SQUARE EDGE FLATS U.N.O.(ii) WELDING TO BE CARRIED OUT IN ACCORDANCE WITH AS/NZS 1554.1:1995 WELDING CONSUMABLES TO BE E48XX OR W50X U.N.O. ALL WELDSTO BE 6mm CFW SP CATEGORY U.N.O. CPBW TO BE SP CATEGORY U.N.O(iii) INSPECTION TO BE CARRIED TO AS/NZS 1554.1:1995. ALL GP/SPWELDS TO BE 100% VISUALLY SCANNED. SP WELDS ALLOW FOR 25%VISUAL EXAMINATION U.N.O.(iv) 6mm END PLATES TO ALL HOLLOW SECTIONS (SEAL WELD).(v) BOLT HOLE CLEARANCE 2mm(vi) HOLD DOWN BOLT CLEARANCE 4mm(vii) GROUT - A SPACE FOR 25mm OF 2:1 SAND : CEMENT MORTAR OFDAMP EARTH CONSISTENCY UNDER ALL BASE PLATES.(viii) CONNECTIONS - MINIMUM OF 2-M16 4.6/S BOLTS(ix) BRACING INTERSECTS ON CENTRELINES AND CENTRE OF GRAVITYFOR ANGLES.

8. FABRICATOR SHALL ALLOW FOR ALL CLEATS AND OTHER FIXINGSREQUIRED BY THE SUPERVISOR.

9. PURLINS & GIRTS ARE TO COMPLY WITH AS1397-1993, & HAVE A MINIMUMGALVANISED COATING OF Z350 (350 g/sqm). CLEAT CONNECTIONS ARE TOBE IN ACCORDANCE WITH AISC STANDARDISED CONNECTIONS ORMANUFACTURER'S RECOMMENDATIONS U.N.O. BOLTING & BRIDGING TOBE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

10. CONCRETE ENCASEMENT TO STEEL SHALL BE GRADE 25 CONCRETE AMINIMUM 50mm COVER OVER STRUCTURAL STEEL SURFACES. MEMBERSSHALL BE WRAPPED WITH FGW 41 BEFORE CONCRETING. AND WITH COVERTO FABRIC OF 25 mm AND LAPS OF 150 mm AT SPLICES.

11. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL BEFOREFABRICATION IS STARTED.

12. SEAL ALL OPEN ENDS OF PIPES OR RHS MEMBERS. GRIND OFF ALLVISIBLE WELDS AND BRAND MARKS TO NEAT APPEARANCEWHERE SPECIFIED

13. (i)THE CONTRACTOR SHALL REMAIN RESPONSIBLE AT ALL TIMES FORPROVIDING ALL NECESSARY TEMPORARY BRACING AND OTHERSUPPORTS DURING ERECTION, TO STABILISE THE PARTIALLYCONSTRUCTED BUILDING.

(ii)PARTICULAR ATTENTION MUST BE PAID TO THE BUCKLING STABILITYOF BEAMS AND COLUMNS PRIOR TO THE CONNECTION OF PURLINS,GIRTS, FLYBRACES AND OTHER BRACING ELEMENTS.

(iii)IT IS THE RESPONSIBILITY OF THE BUILDER TO OBTAIN PROPERTECHNICAL ADVICE WHEREVER NECESSARY TO ENSURE THEPARTIALLY COMPLETED STRUCTURE IS SAFE FROM COLLAPSE.

14. INSTALLATION OF STATIC SAFETY LINE FIXING POINTS (WHERE REQUIREDBY RELEVANT AUTHORITIES) SHALL BE THE BUILDER'S RESPONSIBILITY.

15. SURFACE FINISH - REFER TO ARCHITECTURAL SPECIFICATION,IF NOT SPECIFIED;INTERNAL - CLASS '1' HAND OR POWER TOOL CLEAN. 2 COATS RED OXIDE.MINIMUM TOTAL DRY THICKNESS 50-75µmEXTERNAL- CLASS '2.5' ABRASIVE BLAST. H.D GALVANIZE 75µm.- ALL STEEL IN CONTACT WITH GROUND TO HAVEEPOXY COAT OVER THE PAINTED FINISH.HOLDING DOWN BOLTS - HOT DIP GALVANIZE (600 g/sqm), UNO.

16. THE TENDERERS ARE TO ALLOW FOR THE COSTS OF THE STRUCTURALSTEELWORK SHOP DETAILER WE AKNOWLEDGE THE FACT THAT NOTEVERY ARCHITECTURAL & STRUCTURAL DETAIL HAS BEEN DOCUMENTED& THEREFORE THE SHOP DETAILER IS TO LIAISE CLOSELY WITH THEARCHITECT & STRUCTURAL ENGINEER TO RESOLVE ALL SUBSEQUENTDETAILS. THE STEEL SUB-CONTRACTOR IS TO BE AWARE & RESPONSIBLEFOR ALL DETAILING/FABRICATION COSTS OF THE PROJECT AT THE TIME OFVIEWING THE TENDER DOCUMENTS. ANY RESPONSE AT A LATER DATEREGARDING HIS BEING UNAWARE OF UNEXPECTED HIGH OR COMPLICATEDLEVELS OF DETAILING/FABRICATION WILL NOT BE ACCEPTED. THE BUILDERMUST SUPPLY COPY OF ARCHITECTURAL DRAWINGS TO HIS STEELFABRICATOR WHEN OBTAINING PRICES FOR THE STEEL WORK.

ENVIRONMENT MORTARCLASS

BUILT IN COMPONENTS

MODERATEWITHIN 50KM OF THE COASTAND MORE THAN 1KM FROMNON-SURF COAST AND MORETHAN 10KM FROM SURFCOAST INCLUDING SUBURBANAREAS OF CITIES.

Clay Units M2Concrete or M3Calcium silicateunits

R1R1

NOTE: BUILT IN COMPONENTS INCLUDE WALL TIES, MASONRY ANCHORS, LINTELBARS, BED JOINT MESH, BOLTS AND FIXINGS.

2

ITEM 9.1.3

UP

S01

1

ST

4

ST

2

ST

2

ST

2

ST

2

ST2

ST

3

RW

1

RW

1

RW1ST1

ST1

ST

1

ST1

ST

1

S01

2

S01

3

S01

4

S01

5

2c

S01

7

S01

6

AJ AJ AJ AJ AJ AJ

AJAJAJAJ

AJ

S01

8

ST1

Additional 2N16

3030

(abo

ve)

C4

(abo

ve)

C5

(abo

ve)

C4

(abo

ve)

C1

(abo

ve)

C4

(abo

ve)

C4

ST2

172

100

600

500

See layoutfor mesh

N12 @ 300 c/c

5-N12

N12 @ 200 c/cvertical bars

N12 @ 300 c/chorizontal bars

N12 @ 200 c/cL-bars, 500 lap min.

See layoutfor mesh

Cleansand fill

Subsoildrain

WPM

Drivewayto builders detail

Note: Do not backfill until after curing of suspended slab.

110 90

30

110

450

500

See Layoutfor mesh

100

3N16

WPM

R6 @ 250

300

3N16

See Layoutfor mesh

500

WPM

100

R6 @ 250

100

200

4003L12TM

See Layoutfor mesh

WPM

R6 @ 250

C1

2M16 HILTIHVU Adhesive8PL

2c

Note: Brick notshown for clarity

100

672

30

3N16

2c

ST4 ST1

3N16

SL82 mesh Paving & Sand Bedto Builders Detail

WPM

400

R6 @ 250

R6 @ 250

3N16

172

ST4

ST1

30

ST1

SL82 mesh

2c

Paving & Sand Bedto Builders Detail

3N16

WPM

500

100

R6 @ 25

R6 @ 250

C4Cavity Column

2M12 Holddown bolts

2M12 Holddown bolts orCast in weldPlate

C4 as Requiredtied to Masonry

10mm width of gapfor walls up to 3mmto 15mm width of gapfor walls up tp 6mjoint to be filled withcompressible backing& mastic sealant

Masonry flexible anchorsin walls over 3mBuilt in at half height &every seventh courseabove.

Masonry tieseither side of

Articulation Joint

AJ

Note:

- 2c setdown

- 30 wet area setdown

AJ - Articulate Joint


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA Foundation Layout

Sept. 03, 2013

S01



1 : 50

Foundation Layout

1 : 20 S01

RW1 Detail 1

1 : 20 S01

ST1 Detail 2

1 : 20 S01

ST2 Detail 3

1 : 20 S01

ST3 Detail 4

1 : 10 S01

C1 Holdown Detail 5

1 : 20 S01

Section 7

1 : 20 S01

Section 6

1 : 20 S01

Cavity Column Detail 8

1 : 20

Articulation Joint Detail

Footing Schedule

Mark Description Size Reinforcement

RW1 Retaining Wall See Details See Details

ST1 Strip Footing 500d x 450w 3-N16

ST2 Strip Footing 500d x 300w 3-N16

ST3 Strip Footing 200d x 400w 3L12TM

ST4 Slab Footing 672d x 400w 3-N16

Column Schedule


C1 Steel Column 65 x 65 x 4 SHS -

C4 Steel Column 100 x 50 x 5 RHS -

C5 Steel Column 150 x 50 x 5 RHS -

3 Update on Layout, Issued For Construction RS LO CD 05-09-13

3

3

3

3

ITEM 9.1.3

DN

DN

S03

6

N12 @ 250 c/c B1

N12 @ 250 c/c B2

N12 @ 250 c/c B1

N12 @ 250 c/c B1

N12 @ 250 c/c B1

N12 @ 250 c/c B2

N12 @ 250 c/c B2

N12 @ 250 c/c B2

B2

B1

2N16 2000 LongReentrant Bars

S03

4S03

3

S03

5

S03

1

S03

8

S03

9

S03

10

S03

7S03

2

N12 @ 250 c/c B1

LT

1 (

Belo

w)

LT

3 (

Belo

w)

LT6 (Below) LT2 (Below)

S03

11

S03

11

AJ AJ AJ AJ AJ AJ AJ

AJAJAJAJ

S03

12

LT

2

B3

B4

(abo

ve

& below

)

C4

(abo

ve

& below

)

C5

(abo

ve

& below

)

C4

VOID

(below

)

C4

(below

)

C4

(below

)

C1


VOID

SF

1

SF1

S03

14

AJ

AJ

50

..

.

. .

.

N12 @ 250 c/c B2

. . .

.

S03

6

S03

4S03

3

S03

5

S03

1

S03

8

S03

9

S03

10

S03

7

S03

11

S03

12

B2

B1

S03

2

LT

1 (

Belo

w)

LT

3 (

Belo

w)

LT6 (Below) LT2 (Below)

S03

11

AJ AJ AJ AJ AJ AJ AJ

AJAJAJAJ

AJ

LT

2

B3

B4

2N16 2000 LongReentrant Bars (Typ.)

VOID

(abo

ve

& below

)

C4

(abo

ve

& below

)

C5

(below

)

C1

(below

)

C4

(abo

ve

& below

)

C4

(below

)

C4

VOID

SF

1

SF1

S03

14


AJ

50

.

N12 @ 250c/c T1

.

N12 @ 250c/c T1

.

N12 @ 250c/c T2

.

N12 @ 250 T1

Note: N12 @ 250 T2 Distribution

Note:

- Load Bearing Brick wall below

- Concrete beam below

- 1c setdown

- 30 wet area setdown

- 2N16, 2000 long

T2

B1

Top of Slab

T1

B2Bottom of Slab


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA Ground Floor Reinforcement Layout

Sept. 03, 2013

S02



1 : 50

Ground Floor Bottom Reinforcement Layout (258mm Slab)

1 : 50

Ground Floor Top Reinforcement Layout (258mm Slab)

Structural Framing Schedule at Ground Floor


B1 Concrete Beam 250Wx430D 3-N20 B, 3-N16 T




LT1 Lintel Beam Refer to Details -




Column Schedule at Ground Floor

Mark Description Size

C1 Steel Column 65 x 65 x 4 SHS

C4 Steel Column 100 x 50 x 5 RHS


Structural Foundation Schedule


SF1 Strip Footing 280x300D -

3 Update on Layout and Reinforcement, Issued For Construction RS LO CD 05-09-13

3

3

3

3

3

3

3

ITEM 9.1.3

3N16

3N20 R10 Ligs @ 300mm c/c

B1

258

Refer to layoutfor reinforcement

430

250 3N20

3N16

B1

R10 Ligs @ 300mm c/c


250

430

258

3N16

B2

3N20 R10 Ligs @ 300mm c/c


258

430

250

3N16

R10 Ligs @ 300mm c/c B2


258

250

430

3N20

3N16

Cogged Starter Bar

3N20

B2

B1Refer to layoutfor reinforcement

258

250

430

-3N20 R10 Ligs @ 300mm c/c

B3

258

258

3-N16

430

172

250



Double Skin

Garage

Store

Stair Well

1c Step Down

Slab and B3Outline

2 Layer DPCRefer to layout

for reinforcement

258

3N16


3N20250

258

430


258

86

R10 Ligs @ 180 max.

2N16

2N12

B4

258

250

344


B3

B4

Starter Bars Cogged

250

344 2

58

430

3N16


3N20


50-15050-150

66

20

280

10

50

230

10

LT1 LT2

50-15050-150

66

10

300

10

200

LT3

20

280

10

50

10

200

50-15050-150

66

10

200

10

200

50-15050-150

6

6

LT6


258

Double LeafBrick Wall

2 Layer DPC

2M12 HILTIHVU AdhesiveAnchorsC

3

10mm BPLwith 20mm

grout below

100

50

150

C3

2M12 HILTIHVU AdhesiveAnchors

C1

LT1LT2

2M16

LT2Cleat Weldedto C1

2M16

2M16

SF1

300

280

Concrete RoofSee Layout forreinforcement

Paving toBuilders Detail

Additional skinof brick

Boundary

172


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA Ground Floor Reinforcement Detail

Sept. 03, 2013

S03



1 : 10 S02

B1 Beam Detail 1 1 : 10 S02

B1 Beam at Void Area 2 1 : 10 S02

B2 Beam Detail 3 1 : 10 S02

B2 Beam at Void 4 1 : 10 S02

B1 to B2 Connection Detail 5

1 : 10 S02

B3 Detail 6

1 : 10 S02

B3 Section at Wall 7

1 : 10 S02

B3 Beam above Laundry 8 1 : 10 S02

B4 Beam Detail 9

1 : 10 S02

B4 to B3 Connection Detail 10

1 : 10

LT1 Detail 1 : 10

LT2 Detail

1 : 10

LT3 Detail 1 : 10

LT6 Detail 1 : 20 S02

Section 11

1 : 10

C3 Hold Down Detail 1 : 20 S02

Lintel Connection Detail 12 1 : 20 S02

Section 14

3 Slab thickness in Section update, Issued For Construction RS LO CD 05-09-13

3

3

3

ITEM 9.1.3

N12 @ 250 B2

N12 @ 250 B1

N12 @ 250 B1

N12 @ 250 B1

N12 @ 250 B2

N12 @ 250 B2N16 B1 Additional3 Off

N12 @ 250 B1

N12 @ 250 B2 Void

Reentrant Bars-2N12 2400 Long

LT6 (Below)

LT

6(B

elo

w)

B5

Note:

30mm Wet Area Setdown

50mm Balcony Setdown

S04

15

S04

14

S04

17 LT

5 (

Belo

w)

AJ AJ AJ

S04

19

Steel Frame Roofto Manufacturer's Detail

Stairwell

(below

)

C4

(below

)

C5

(below

)

C4

←FallS04

21

LT

4 (

Belo

w)

LT

4 (

Belo

w)

AJ

AJ

N12 @ 250 B1

N12 @ 250 T2

Reentrant Bars-N16 2400mm Long

N12 @ 250 T1

3 Off - N16 T1Additional

Void

B5

LT

6(B

elo

w)

LT6 (Below)

LT

4 (

Belo

w)

LT

4 (

Belo

w)

S04

15

Steel Frame Roofto Manufacturer's Detail

S04

14

S04

17

LT

5 (

Belo

w)

AJ AJ AJ

S04

19

343x215

343x215

343x215

343x215

(below

)

C4

(below

)

C5

(below

)

C4

Stairwell

S04

21

←Fall

AJ

AJ

3-N16 AdditionalT2

N12 @ 250 T2

N12 @ 250 T1

N12 @ 250 T1

LT4

20

280

10

50

10

200

50-15050-150

66

LT5

N12 Cog@ 500 c/c max.

12

12

125

90

10

200

10

200

50-15050-150

6

6

LT6



2 Layer DPC

258

N12 @ 250T1 Dist. N12 @ 250

T2 Dist.

N12 @ 250B2 Dist.

N12 @ 250B1 Dist.

258

2 Layer DPC


1c

Provide 2L6 Barsat top of first courseto all walls onsuspended slabs withno wall directly below

Suspended Slab

Lintel asSpecified

Lintel asSpecified

Opening Larger than 600mmProvide 2L6 Bars above andbelow (If Applicable) Extending600mm past edge of opening

LT5cast in to B5

N12 Hanging Bar

Drip Groove

B5

3-N20

N12 @ 250 B2 N12 @ 250 B1

3-N16

R10 Ligs@ 300

N12 @ 250 T1

N12 @ 250 T2

258

688

2 LeafBrickwork

L6 Bars

300

257

257

343

215 215

343

2N12 Top

R10 U Bars @ 300

20mm fall

Roof Light Tiles over grout

Steel frameFlashing

Brick Leaf

Weephole

Spoon Drain toBuilders Detail

2 Layer DPC

LT6

N12 @250, T1

N12 @250, T2

1c

←Fall

258

172

Masonry ties intoslab @600c/c

N12 @250, B2

N12 @250, B1

Lintel asspecified


T2

B1

Top of Slab

T1

B2Bottom of Slab


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA First Floor Layout

Sept. 03, 2013

S04



1 : 50

First Floor Bottom Reinforcement Layout (258mm Slab)

1 : 50

First Floor Top Reinforcement Layout (258mm Slab)

1 : 10

LT4 Detail 1 : 10

LT5 Detail 1 : 10

LT6 Detail

1 : 20 S04

Section 15

1 : 20 S04

Section 14 1 : 20

Typical Wall Reinforcing Detail

1 : 50

Typical Masonry Wall Opening Detail

1 : 20 S04

B5 Beam Detail 17

1 : 20 S04

Section 19

Structural Framing Schedule at Upper Floor




LT5 Lintel Beam Refer to Details


Column Schedule at Upper Floor

Mark Description Size

C1 Steel Column 65 x 65 x 4 SHS



1 : 20 S04

Section 21

3 Update on Layout, reinforcement and Details, Issued For Construction RS LO CD 30-08-13

3

3

3

3

ITEM 9.1.3

S05

21

S05

22

S05

23

150 max

5N12

6N12

Winder

6N12

Winder

Winder

N12 @ 300

600 Cog (Typ.)

N12 B120 Cover

150

Wai

st

N12 B120 Cover

N12-300 B2


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA Stair Detail

Sept. 03, 2013

S05



1 : 50

Stair Layout

1 : 20 S05

Section 21

1 : 20 S05

Section 22

1 : 20 S05

Section 23

2 Issued For Construction RS LO CD 05-09-13

2

ITEM 9.1.3

LT

7 (

Belo

w)

Steel Roof Framingto Manufacturer's Detail

LT

7 (

Belo

w)

50-15050-150

66

LT7

150

10

200

8


Client




Ph: +08 9336 2042Fx: +08 9430 7841


Proj. No. CAD No.


Project Engineer

Design By

Drawn By

Project Name

Drawing Title

Datum

Drawing No.

Date

Scale DwgSize

Rev.

A1


ISSUED FOR

CONSTRUCTION

Asindicated

11-002CD

LO

MA Roof Layout

Sept. 03, 2013

S06



1 : 50

Roof Layout

1 : 10

LT7 Details

Structural Framing Schedule at Roof



2

2 Update on Layout, Issued For Construction RS LO CD 05-09-13

2

ITEM 9.1.3

Documents

Property Information Report