Proposed New Building For

GSPublisherVersion 0.2.100.64

Freedom Developments

Lot 162 Davidson Circuit, Park Ridge (Carvers Reach Estate)

Issue DescriptionDate

WD - A BA Issue02/02/21

Design ChangesWD - B 08/02/21

NOTES:Images Are Diagramatic OnlyRefer To Elevations For Details

Proposed New Building For:

Working Drawings

Cover Sheet

Electrical Plan

Slab Layout

4

3

2

Sections / Details

1

Site Plan

Floor Plan

Legends / Notes

Bracing Plan

5

6

7

8

9

10

Elevations 1 of 2

Elevations 2 of 2

1:200 @ A3

1:100 @ A3

1:100 @ A3

1:100 @ A3

as per dwg.

1:100 @ A3

1:100 @ A3

1:100 @ A3

N/A

N/A

11 Landscaping Plan 1:200 @ A3

12 Internal Elevations 1 of 2 1:50 @ A3

13 Internal Elevations 2 of 2 1:50 @ A3


Working Drawings

Legends / NotesDesign Name:

Title:

Checked By:

Drawing No: Scale:Client:

2 of

Hamilton

Job No:

Drawn By:

Issue:Plot Date: 9/02/21

Designed By:Freedom Developments

Lot 162 Davidson Circuit, Park Ridge(Carvers Reach Estate)

Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................

Please Read CarefullyWe reserve the right to alter designs, colours andspecifications without notice. Whilst every care hasbeen taken in the preparation of this document, theparticulars contained herein are not to be constructedas any respresentation of fact. All information provided tous is from reputable sources and no responsibility isaccepted by the vendor, it's servants or agents for any errorsor omissions. All interested parties should make their ownenquiries to satisfy themselves in relation to all matters.

© The House Designers. The copyright of these floor plans are owned by The House Designers. The floor plans may not be reproduced, copied or dealt with in any manner which infringes the exclusive rights of The House Designers. Upon receiving payment in full, the client receives permission for single use.

B

MB

This plan certified correct is the one referred to in the contract &specifications and I understand change hereafter may not bepossible. These plans supercede all other previous plans or sketches.

MB

N/A

Articulation Joints

(a) Verticle articulations joints must be provided in unreinforced masonry walls except where the site soli classification is A or Sb) Articulation joints between masonry elements must have a width not less than 10 mm and be provided (see Figures 3.3.1.7

and 3.3.1.8)-(i) in straight, continuous walls having no openings, at not more than 6 m centres and not closer than the height of

the wall away from corners; and(ii) where the height of the wall changes by more than 20%, at the position of change in height; and(iii) where openings more than 900x900 mm occur, at not more than 5 m centres, and positioned in line with one edge

of the opening; and(iv) where walls change in thickness; and(v) at control or construction joints in footing slabs; and(vi) at junctions of walls constructed of different masonry materials; and(vii) at deep chases (rebates) for service pipes.

(c) For all articulation joints in cavity walls, extendable masonry anchors must be built in at every fourth course (see Figure3.3.1.9). For veneer construction the extendable ties may be omitted.

(d) For single leaf masonry walls stabilised by return walls, or engaged piers, any articulation joints must be within 300 mm ofthe vertical support (see Figures 3.3.1.3 and 3.3.1.4(b)).

(e) Where masonry is required to be waterproof all joints must be sealed with a flexible, compressible material (see Figure3.3.1.9).

(f) Articulation joints must not be constructed adjacent to arched openings.(g) Articulation joints must not be located in unreinforced masonry above garage door openings or the like unless the panel of

masonry is laterally supported with masonry ties or other suitable means.

WMS Washing Machine SpaceW.I.R Walk-in-RobeSGD Sliding Glass DoorSW Aluminum Sliding WindowDH Aluminum Double Hung WindowAW Aluminum Awning WindowLV Aluminum Louvre WindowFG Fixed GlassSL Side LightSHR ShowerTR Towel RailTRH Toilet Roll HolderVSD Vinyl Sliding DoorMSD Mirrored Sliding DoorCSD Cavity Sliding DoorRW Rainwater LineDW Dishwasher ProvisionMO Microwave Provision

DEVELOPMENT NEAR UNDERGROUND UTILITY SERVICES

For the purpose of this section of the table:

· An approval that has been granted to the development pursuant to Section 823 of theWater Act 2000 is deemed to satisfy the Performance Criteria of this section.4

· “Access Cover” means a removable cover to provide access for cleaning or inspection ofsewers, stormwater drains and water mains.

· “Associated Structure” includes a sewer or stormwater manhole, a water meter and a firehydrant.

· “Building” has the meaning defined in the Building Act 1975.· “Connection Point” has the meaning defined in the Standard Sewerage Law.· “Invert Level” means the bottom level of the inside of the pipe or drain.· “Manhole” means an access chamber being a below Ground Level structure, with a cover,

built in the line of a sewer or stormwater drain, through which a person may access thesewer or stormwater drain.

· “Sewer” includes sanitary drain jump-ups and capped slope junctions and manholes.· “Structure’ includes a masonry fence, deck, pergola, satellite dish, water storage tank and

a retaining wall (of greater than 1 metre in Height).· “Zone of Influence” means the area shown on the following diagram:

Legend

BCA Building Code of AustraliaAS Australian StandardsDP DownpipeHWS Hot Water SystemSHS Steel PostSD Service DuctFW Floor WasteT.B.C To Be ConfirmedR.L Relative LevelAFL Above Floor LevelNGL Natural Ground LevelFGL Finished Ground LevelOHC Overhead CupboardUBO Under Bench OvenWO Wall Oven

General Notes

Energy Efficiency

Site Notes

Stormwater / Drainage Notes

To comply with BCA 3.12(unless otherwise stated)

AS PER ENERGY RATING ASSESSMENT CERTIFICATE

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDINGCODE OF AUSTRALIA AND THE CURRENT AUSTRALIAN STANDARDS

• Dishwasher provision under sink drainer including cold water connection & GPO

• Ventilation to internal wc / bath to be an exhaust fan in accordance with BCA F5.4 & AS - 1668.2

• O/head cupboards to 2100mm AFL with bulkhead over as per detail

• All openings to have 2100mm AFL

• Robe fitout (1) shelf with hanging rail

• PVC Downpipes

• Lift off hinges to w/c, Ensuite, Bathroom

• Dimensions are to be verified prior to commencement of work

• Given dimensions are to have priority to scaled dimensions

• All stairs are to have 190mm maximum risers and 240mm minimum goings

• All wet areas to be in accordance with the current Building Code of Australia 3.8.1 & current AS.

• Floor wastes to wet areas

Denotes Smoke Detector - to be interconnected & hardwired

• Contractor to verify all boundary clearances & site set-out dimensions prior to commencement of construction

• Levels & contours are based on assumed datum. Prior to construction the relevant authority should be

contacted for possible minimum floor level requirements & flood information

• Retaining walls greater than 1m high (cut or fill) are required to be engineer designed & certified

• Batters to comply appropriate soil classification described in table 3.1.1.1. BCA Vol.2.

• Vehicular cross-over to be constructed as per local council requirements and/or approval

• Driveways, paths, porch, alfresco area finish as per specifications

• Scrape away vegetation & cut & fill to provide a level building platform

• Finish surface to be graded away from house at minimum of 1:20 for at least 1m

• Surface water to be channelled to council stormwater drainage system

• The driveway & pathways indicated on plan are suggested layouts

• All ground levels are approximate only

• All works to be constructed in accordance with the current Building Code of Australia,

the current Australian Standards and all relevant current trade & technical manuals

• Drainage to be in accordance with part 3 of the BCA. Point to meet local authority requirements

• All plumbing & draining is to comply with the standard sewerage by-laws & requirements of the local authority

• All downpipes to be installed in accordance the current Building Code of Australia 3.5.2.5,

each downpipe must not serve more than 12m of gutter length

• Stormwater system to local authority requirements ( owner / applicant / builder to ensure no storm water

runoff occurs onto adjoining properties, back onto any structures & no ponding under sub floor areas

• Stormwater approval for legal discharge to be obtained from local authority prior to work commencing.

Discharge is proposed to: kerb & channel, rubble pit to council requirements, inter allotment drainage,

storm water service main, canal or river.

Colorbond

4.5mm Hardiflex

Seasoned Pine

10mm Plasterboard

Guttering

10mm Plasterboard; 6 mm Villaboard to all wet areas

2 / 35 X 70 (MGP 12)

35 X 70 (MGP 12)

35 X 70 (MGP 10)

Bearers & joists

Nogging:

Smoke Alarms

To engineers design & detail

As specified on drawings

To Be Hard Wire Installed In Accordance With Part 3.7.2 Of The B.C.A.

Fascia

Roof Bracing

As specified on drawings

To All Windows. As per manufacturers details

Downpipes

Joinery Level

In accordance with BCA volume 2, 3.1.3 termite riskmanagement and A.S. 3660.1/1995

To engineers design & detail

External Walls - Brick Veneer

Termite Management

Slab Height

Footings

This building has been designed in accordance with the current building code ofaustralia, building act ammendment & australian standards

Beside open. up to 2300mm wideBeside open. up to 1400mm wideJam studs:

Colorbond sheet, Pitch as specified on drawings

3 / 35 X 70 (MGP 12)

Ceiling Linings

Construction Notes

230mm - 110mm Brickwork, 50mm Cavity, 70mm Timber Studs

Window Flashing

Soffit Linings

Roof framing:

Timber Schedule

Wall Framing

Bottom Plate(Load Bearing)

2 / 35 X 70 (MGP 12)

Top Plate(Load Bearing)

Beside open. up to 3300mm wide

As specified by engineer designed & fixed in accordancewith manufacturer's specifications & tie down details

Metal Fascia Fixed To Standard Rafter Bracket,Complete With Mitre Angles, Joining Sleeves Etc

Ceiling Height

Bottom Plate(Non Load Bearing)

35 X 70 (MGP 10)

Studs(Load Bearing)

Prefabricated timber roof trusses @ specified 600 cts.Trusses to be engineer designed & fixed in accordance withmanufacturer's specifications & tie down details

Studs(Non Load Bearing)

As specified by engineer designed & fixed in accordancewith manufacturer's specifications & tie down details

Lintels & beams:

35 X 70 (MGP 12) @ 450 cts.

35 X 70 (MGP 10) @ 600 cts. (max. height 3000mm)

4 / 35 X 70 (MGP 12)

Internal Linings

Note: all timber sizes are based on the current timber engineering code AS 1720.All member types are analyzed using limit state principles incorporatings thelatest timber technology available. All of the member types accessible usingtimber sizes meet the loading and serviceability criteria outlined in AS 1170.1 saaloading code and as 1684.2 - 2010 - residential timber-framed construction - part1 - design criteria. All timber framing to be in accordance with AS 1684.3-2010

Roofing

Speed Brace. As per manufacturers details

PVC

External Walls - Lightweight 70mm Timber stud - lightweight cladding as per plans


Working Drawings

Site PlanDesign Name:

Title:

Checked By:


3 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:200 @ A3

1,50

010

,800

200

4,47

06,

530

1,50

0

1,05

0

1,05

01,

050

4,00

0

500

3,00

050

0

5,010

3,480 21,510 5,010

7,150 19,400 3,450

3,0003,030

3,030 3,000

1.8m high timber fence return

1.8m high timber fence & gate return1m back from building line

dev

elo

per

s ex

isti

ngre

tain

ing

wal

lap

pro

x. 1

.4m

hig

hexposed aggregatedriveway finish

0.2m high approx. concrete drop edge beamto engineers detail & design

0.4m high approx.timber ret. wall0.2m high approx.

timber ret. wall

stormwater to legalpoint of dishcharge

refer to "as cons" forsewer connection point

Dav

idso

n C

ircu

it

L

om

p wal

l set

out

wal

l set

out

wal

l set

out

wal

l set

out

om

po

mp

BuildingFootprint

LOT 162375 M2

dpdpdp

dp dp dp dp 49.25

49.75

50.00

50.25

30.00 - 189031'

30.00 - 189031'

12.5

0 -

2790 3

1'

12.5

0 -

990 3

1'

wall set outwall set out

ompomp

wall set out wall set out

omp omp

FFL RL 50.060 approx.PAD RL 49.750 approx.

49.50

1:7 approx.

cut fill

Note: This site plan has been prepared using disclosure plan only.Site boundaries, levels, contours and locations of services are subject to change

GFGL 17.500

FGL 16.500

FGL 17.500

exposed aggregatedriveway finish

channel & grate

rock retaining wallto engineers detail & design

timber retaining wallto engineers detail & design

1.8m high butted timber fence & gate return1m back from building line

1.8m high butted timber fence return1m back from building line

spoon drain

existing 1.8m high timber fence

stormwater to legalpoint of discharge

masonry blockwork build up toengineers detail & design

1800mm high secondarystreet fencing 50% transparentwith recessed fencing sections

1.8m high timber (butted paling) fence return1.5m back from building line

Ausdrain pit


1.8m high timber fence return1m back from building line

max. XXm high deep formed drop edge beamto engineers detail & design

max. XXm high upstandto engineers detail & design

Stre

et N

ame

33.400 - 000000'00"

1m

Real Property Description

Lot Number: 162Registered Plan Number: SPParish:County:Local Authority: Logan C.C

Site Area: 375M2

Site Coverage: 58.84%

5.01 m0.685 m

1:7 approx.

R.L 49.375

DistanceGrade 1:8

Transitional

Grade

DistanceHeight Gain

FFLNGL (boundary)

Driveway Gradient

1:4 1:8

R.L 50.060

grade 1:16 approx.

dp

direction of fall

RW Roof Water Line

Legend

timber retaining wall

rock retaining wall

1800mm high buttedtimber fence

Proposed FGL RL

16.65NGL RL

16.65

LetterboxL

G Single timber gate

Downpipe Location

Stormwater Line

S Sewer Line

Rubbish Bin Location

masonry block retaining wall

1800mm high secondarystreet fencing minimum50% transparent

wall set out

n/a n/a n/a

Field gully pit

Clothes line location

min. 4m dim.POS

SW

transitional gradient

1:8 1:81:4

1:8

min. 5m dim.POS

min. 3m dim.POS

1800mm hightimber (butted paling) fence

Ease

men

t

GarageFFL RL 4.824

Retaining Note:All retaining wall locations where shown is indicative onlyfinal location and height to be determined on site

conc. sleeper retaining wall

Site Notes:

• final length & position of all retaining walls t.b.c on site by supervisor• retaining walls higher than 1m in height to be engineered designed• retaining walls constructed from treated pine timber, masonry blockwork or rock as per plans• retaining walls may change location at supervisor's discrection if required• fencing in accordance with developer covenants• driveway gradient not to exceed 1:5• Batters to comply appropriate soil classification described in table 3.1.1.1.BCA Vol.2.• stormwater to legal point of discharge

wall set out

Batter Fill



LowerFFL RL 50.060 approx.PAD RL 49.750 approx.

UpperFFL RL 22.310 approx.PAD RL 22.000 approx.

North

East

South

west


Working Drawings

Floor PlanDesign Name:

Title:

Checked By:


4 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

North

EastSouth

westNote:• Lift off hinges to wc door

• Provide gpo & cold water tap provisions to d/w space

• Electric HWS

• Mechanically vent rooms without natural ventilation

• All shower roses to be AAA rated

• Water pressure limited to 500KPa at the meter

• All ground drains to be > 1000mm from gas bottle location

• Nogging to be positioned where indicated in bathroom at

1100 afl for fixing of towel rail (TR)

• Handrail to be fixed to one side of all stairways (1000mm or higher only)

• Water connection to fridge space at 1900mm afl

• Opening windows in bedrooms with fall height of 2m or greater to be restricted

to max. 125mm opening (Sliding windows with keyed vent locks;

awning with ratchet restriction)

820

820

2448

o/h

sec

tio

nal

do

or

(rem

ote

)

1215 XO SW1212 XO SW 1218 XO SW0906 XO SW 2115 XO SGD

820

820

1,80

0 Sl

ider

s

820

1215

XO

SW

1215

XO

SW

820

82021

24 X

O S

GD

1809 XO/O SW 0615 XO SW 1818 XO SW1827 OXXO SW 0621 XO SW

720

1806

AW

1806

AW

1806

AW820

1,80

0 Sl

ider

s

720

1,80

0 Sl

ider

s

720

720

720

720 CSD

1,00

02,

700

870

1,770 1,200

1,300 840

800

1,20

0

230 3,600 70 6,690 70 1,960 70 1,650 70 1,000 70

230 3,000 7053070 1,000 70 1,900 70 2,930 70

53070 3,000 70 1,800 70 5,800 230 1,210 350

15,250 6,260 1,560

450 23,070 450

23,970

230 6,500 800 1,10060070 900 70 1,560 70

350 3,320 230 9,000 70 2,530 70 3,500 70 3,700 230

3,670 19,400

450 23,070 450

23,970

230

870

2,70

01,

000

701,

000

703,

330

230

230

4,57

070

2,40

070

1,93

023

0

230

1,93

070

1,00

070

1,00

070

1,93

023

0

350

2,62

023

03,

000

703,

000

230

2,97

06,

530

1,30

0

450

10,8

00

11,2

50

230

3,50

070

1,00

070

4,40

023

0

230

2,00

070

1,43

070

1,00

090

1,31

070

1,00

070

1,93

023

0

230

3,50

070

1,00

070

1,33

070

3,00

023

01,

300

230

4,57

070

230

3,20

070

1,30

070

5,70

023

0

3,66

07,

140

450

10,8

00

3,66

01,

570

1,22

035

0

700 70

11,2

50

70 2,140 230

ducted a/c external unitas per build spec.

drop in tub, c'boards under

w/m space under

2300mm long stone bench top

0404 tiled shower nichesill @ 1200

90mm stud to this wall

beam over

beam over

beam over

0404 tiled shower nichesill @ 1200

600mm wide electric cooktop,ubo & slide-our r/hood

aluminium joinery door

124

3

Elevations

d/w

pro

v.

m/oprov.

overall

eaves

breaks

tilesEntry

Bed 1carpet

Bed 2carpet

Bed 3carpet

Bed 4carpet

Garageplain conc.

Porchexp. agg.

Alfrescoexp. agg.

Bath

Mediacarpet

Diningtiles

Livingtiles

W.I.P

Ro

be

Ro

be

L'dry

W.I.R

Activitytiles

Ro

be

1200

900

carpet

Ens.

WC

OBS

W.I.L

tiles

tiles

hamper @ 2100 hamper @ 2100

ref.

pro

v.(9

00m

m)

ohc

ubo

Brm.

w/mprov.

wall mount slimlineclothes line

OBS OBS HWS

m/h

Kittiles

StudyNook D

esk

2000

900

dpdp dp

dp

dp

dp

dp

tap

tap

trh

trh

tr

heatedtr

200m

m o

/han

g t

o b

ench

top

overall

eaves

breaks

ove

rall

eave

s

bre

aks

ove

rall

eave

s

bre

aks

overall

eaves

breaks

overall

eaves

breaks

ove

rall

eave

s

bre

aks

ove

rall

eave

s

bre

aks

approx.a/c unitlocation

20mm Stone Benchtopsto kitchen and bathrooms

freestandingbath

dryerprov.

A

A

900

900


Working Drawings

Elevations 1 of 2Design Name:

Title:

Checked By:


5 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

0

2,100

2,740

350sq. face brick pier50mm shs to top fixing

face brickworkpowder coated aluminium framedwindows and sliding glass doorsducted a/c external unit

as per build spec.

HWS (electric heat pump)

wall mount clothes line

galvanised steel lintelsbrickwork above

colorbond sheet roof @ 25°pitchcolorbond fascia & gutter

Boun

dar

y

Boun

dar

y

JL

FFL

TP

FG

NGLFGL

NGL

FGL

0

2,100

2,740

rendered brickwork

powder coated aluminium framedwindows and sliding glass doors

350sq. rendered brick pier50mm shs to top fixing


JL

FFL

TP

Boun

dar

y

Boun

dar

y

2448 remote garagedoor to build. spec.


0.4m high approx.timber retaining wall

FGL

NGL

NGL FGL

Note:• These plans are to be read in conjunction with builders detailed specifications & all engineering documentation.

• Articulation joints as per engineering details

• All opening windows with fall height of 2m or greater to be restricted to max. 125mm opening

Elevation 1

Elevation 2


Working Drawings

Elevations 2 of 2Design Name:

Title:

Checked By:


6 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

0

2,100

2,740

rendered brickwork return1000mm


powder coated aluminium framedwindows and sliding glass doors

350sq. face brick pier50mm shs to top fixing

face brickwork


JL

FFL

TP

Boun

dar

y

Boun

dar

y

developers existing retaining wallapprox. 1.4m high

FGL

NGL

NGL

FGL

Note:• These plans are to be read in conjunction with builders detailed specifications & all engineering documentation.

• Articulation joints as per engineering details

• All opening windows with fall height of 2m or greater to be restricted to max. 125mm opening

0

2,100

2,740

ducted a/c external unitas per build spec.

HWS (electric heat pump)

wall mount clothes line

rendered brickwork

350sq. rendered brick pier50mm shs to top fixing



driveway gradient1:7 approx.

developers existing retaining wallapprox. 1.4m high0.4m high approx.


0.2m high approx. timber retaining wall

Boun

dar

y

Boun

dar

y

JL

FFL

TP

face brickwork

rendered brickworkreturn 1000mm


NGLFGL

NGL

FGL

Elevation 3

Elevation 4


Working Drawings

Sections / DetailsDesign Name:

Title:

Checked By:


7 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

as per dwg.

75

2,740

2,730

10

steel lintel & brickwork above(as per plans)

weepholes @ 900mm cts

damp proof course installationas per the current B.C.A.(minimum height of 75mm above finished surface level)

cornices as per builder'sspecifications

FC sheeting to soffitlintel as per framemanufacturer's specifications

colorbond fascia & gutterfixed to manufacturer's specs.

50x38 soffit bearers

1/30x0.8 G.I. strap

roof battens to manufacturer's specifications

prefabricated timber roof trusses @ 600 cts.trusses to be engineer designed & fixed in accordancewith manufacturer's specifications & tie down details

selected colorbond sheeting

slab edge exposure, visual termite risk management (vertical )minimum height of 75mm above finished surface levelas per B.C.A

brick sillbrick sill flashing / weep hole

concrete slab & footings toengineer's detail & design

polystyrene waffle pod

wall ties in accordance withAS 3700 Masonary code

timber framed walls asper framing schedule

10mm plasterboard walllining paint finish

waffle slab & footings toengineer's specifications

penetration pipe with foam lagginginstalled in accordance with B.C.A

10mm plasterboard lining to ceilingsfixed to bottom chord of truss

timber reveals with66mm beveled architravesand skirtings

timber reveals with66mm beveled architravesand skirtings

OVERHANG AS PER PLANS

ROOF PITCH AS PER PLANS

Detail 1 1:20

0

2,100

2,740

10mm plasterboard linings to ceiling

ceiling insulation as requiredby energy rating report

prefabricated timber roof trusses @ 600 cts.trusses to be designed & fixed in accordancewith manufacturer's specifications & tie down details

JL

FFL

TP

DETAIL 1

concrete slab & footing toengineers design & detail


Section A 1:100 @ A3


Working Drawings

Slab LayoutDesign Name:

Title:

Checked By:


8 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

North

EastSouth

west

23,070

3,670 19,400

350 3,320

10,8

00

3,66

07,

140

1,65

54,

810

675

1,57

0

1,22

035

0

23,070

15,250 6,260 1,560

330 1,100 2,400 2,840 700 7,880 1,210 35010

,800

2,97

06,

530

1,30

0

350

2,62

0

1,50

0

600

900

700

900

2,66

0

5,900 90024,949

230

2,00

0

900 9,200

25mm rebate for garagedoor opening

footing for brick piersat same time as main slab

foo

ting

fo

r b

rick

pie

rsat

sam

e ti

me

as m

ain

slab

50mm setdownto shower

50mm setdownto shower


exp. agg.

fw

vw

sw

plain concrete plain conc.

exp. agg.86mm

stepdown

86mmstepdown

fw

vw

sw

bw

ksw

ltw

tw

tw


50mm fall

Line of footing underas per engineers documentation

Under Slab Points

Floor Wastefw

ksw

twvw

ltw

bwKitchen Sink Waste

Toilet Waste

Vanity Waste

L'dry Tub Waste

Bath Waste

Legend

sw Shower Waste

pd Plumbing Duct Waste

lbw Load Bearing Wall

Notes:

• This slab plan is to be read in conjunction with engineers documentation

• Internal load bearing walls as per engineers orframe manufacturers design


Working Drawings

Electrical PlanDesign Name:

Title:

Checked By:


9 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

sgpo on ceiling forgarage door motor

a/c iso. switch

NBN Ready

downlights to underside of OHCLED strip lights to underside of OHC, recessed

under eave lights

wp

two-way

two-way

two-way

speaker

speaker

1800

1500

RH

REF

.

700

MO

300

DW

1050

300

300

300

300

300

300

t.b.c

300

1500

1050

1050

300

300

300

300

300

1050

300

300

1050

1050

w/m 700

dry

700

North

EastSouth

west

Air Conditioner - Internal Unit

Air Conditioner - External Unit

Phone point

a/c int.

a/c ext.

Ceiling fan

Ceiling fan / light

Wall Mounted Lights

Power Outlets (Standard)

@ 2000 AFL

@ 300 AFL

Microwave Oven (Oven Tower)

@ 1800 AFL

Vanity Basins

@ 1050 AFLLaundry Bench

Washing Machine @ 1500 AFLKitchen Bench @ 1050 AFL

Refrigerator @ 1500 AFL

Dishwasher

@ 700 AFL

Rangehood

Microwave Oven (Under Bench)

Fan / Light / Heater (4 Globe)

Fan / Light / Heater (2 Globe)

Electrical Legend

wpDouble power outlet (water proof)

Symbol Description

Single power outlet (water proof)wp

Single power outlet

Double power outlet

Down light point - 18w (CFL)

Down light point - 18w (LED)

Round Oyster Fluro Light Point - 36w

Feature Pendant light point - 18w

Exterior wall mount light point - 36w

Feature exterior up & down light point - 36w

Single fluorescent light point - 36w

Double fluorescent light point - 36w

Exhaust Fan on separate switch controlvented into ceiling space or externally

Exhaust Fan on light switch controlvented into ceiling space or externally

Smoke detector - to be interconnected & h/wired

T.V Point

Zoned Ducted Vent - Air Conditioner

@ 1150 AFLLight Switches

Heights

@ 1050 AFL

@ 300 AFL

@ 1800 AFL

Stairwell 1/2 oyster wall light point - 18w

Feature downlight point - 18w ( Halogen or LED)

Data point

Smoke alarms in the dwelling must:i) be photoelectric (AS 3786-2014); andii) not contain an ionisation sensor; andiii) be hardwired to the mains power supply with a secondary power source (i.e. battery); andiv) be interconnected with every other smoke alarm in the dwelling so all activate together.

Smoke alarms must be installed on each storey:i) in each bedroom; andii) in hallways which connect bedrooms and the rest of the dwelling; oriii) if there is no hallway, between the bedrooms and other parts of the storey; andiv) if there are no bedrooms on a storey at least one smoke alarm must be installed in the most likely path of travel to exit the dwelling.

Zoned Ducted Air Conditioning

• refer to builders specifications for unit type• location of vents as per manufacturer's recommendations• zone settings as per manufacturer's recommendations• location of wall mount control panel as per installers recommendations• to be installed as per manufacturer's specifications


Working Drawings

Bracing PlanDesign Name:

Title:

Checked By:


10 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:100 @ A3

North

EastSouth

west

BRACING TYPES USED:Type (h) Method B - Plywood-Minimum length of panels may be 600mm-Plywood shall be fixed to frame in a/w AS1684.2 using 30 x 2.8mm diam. galvanized flathead nails or equivalent-Fastener spacing; top and bottom plate 150mm, vertical edges 150mm, intermediate studs 300mm-Bracing capacity of Type (h) Method B is 6.0kN/m

Type (d) - Metal angle brace-Maximum depth of notch shall not exceed 20mm-Length of bracing 1800mm min. to 2700mm max.-Bracing capacity of Type (d) is 3.0kN/m-Metal angle of min. nominal section of 18 x 16 x 1.2mm must be fixed to frame in a/w AS1684.2

-2/30 x 2.8mm diam. nails to each stud-30 x 0.8mm galv. strap 3/30 x 2.8mm diam. galv. flathead (or equivalent) nails to each end to stud

STRUCTURAL BRACING:-For wall heights greater than 2700mm the bracing capacity of bracing walls is reduced and mustbe recalculated using the values given in Table 8.1.9 of AS1684.2/AS1684.3.-Bracing shall initially be placed in external walls and where possible at the corners of the building.Remaining bracing shall be evenly distributed throughout building.-Bracing shall not be placed on external walls under the eaves unless suitable connections to themain ceiling diaphragms are provided.-The maximum distance between braced walls at right angles to the building length/width shall notexceed 9000mm for wind classification N2. For wind classification greater than N2 spacing shall bein accordance with Table 8.20 and 8.21 in AS1684.2./AS1864.3.-All internal bracing walls shall be fixed to the floor, ceiling and/or external wall frame withstructural connections of equivalent shear capacity to the bracing capacity of that particular bracingwall.

ROOF TRUSSES and ROOF BRACING:-To be designed by truss manufacturer to comply with AS1684.2, AS1720 and AS4440.

TEMPORARY BRACING NOTES:-The builder is to ensure that the building is adequately braced during construction.-Temporary bracing shall be equivalent to at least 60% of the permanent bracing required.-Temporary bracing may form part of the installed permanent bracing.

NOMINAL WALL BRACING:-Nominal bracing, wall frames lined with sheet material such as plywood, plasterboard or fibrecement, may provide up to 50% resistance of the total racking forces.-Wall frames must be nominally fixed to the floor and roof frame.-Nominal bracing shall be evenly distributed throughout the building.-Minimum length of nominal bracing walls shall be 450mm.-Sheeted one side only: Bracing capacity 0.45kN/m-Sheeted two sides: Bracing capacity 0.75kN/m-1/75mm masonry nail, screw or bolt @1200 crs max.

Tie-Down Schedule

Bracing Notes

-Nominal fixings to all timber members in accordance with relevant standards; AS1684.2, AS1684.3M12 Cyclone rods to either side of external openings over 1800mm wide and at 1800mm max. centresN1, N2, N3 Sheet roofing

M12 Cyclone rods to either side of external openings over 2400mm wide N1, N2, N3 Con. tile roofing

BATTENS / TRUSSES-1/No 14 Type 17 x 75mm screws, or as per truss manufacturer's specificationsTRUSS / TOP PLATE-1/30 x 0.8mm G.I. strap over each truss, 4/2.8mm diam. nails each end-Girder truss to have 2/30 x 0.8mm G.I. straps, 4/2.8mm diam nails each endLINTEL / TOP PLATE-30 X 0.8mm looped strap @900 crs max, 4 nails each endLINTEL / JAMB STUD-30 x 0.8mm G.I. strap @900 crs max, 4/2.8mm diam. nails each endBOTTOM PLATE / CONCRETE SLAB-1/75mm masonry nail, screw or bolt @1200 crs max.

900 Ply

900 Ply900 Ply

900 Ply

900 Ply

600

Ply

600

Ply

900

Ply

900

Ply

900

Ply

600

Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

XDirection N2Type

Ply Brace

Ply Brace

Length

600

900

Resistance

6.0 kN/lm

6.0 kN/lm

Qty. Total (kN)

Total Resistance Achieved

Direction - Y

N2D

irec

tio

n -

X

21.70 Kn Bracing Required

27.00 Kn Bracing Achieved

53.1

0 Kn

Bra

cing

Req

uir

ed

59.4

0 Kn

Bra

cing

Ach

ieve

d

Sheet Roof YDirection N2Type

Ply Brace

Ply Brace

Length

600

900

Resistance

6.0 kN/lm

6.0 kN/lm

Qty. Total (kN)

Total Resistance Achieved

Sheet Roof 10.8003

Sheet Roof

48.6009

Denotes Tie-Down Rod

05 27.00

• M12 Cyclone rods to either side of external openings over 1800mm wide• And at 1800mm max. centres N1, N2, N3 Sheet roofing

3.0 kN/lm2000Metal Strapping(Double Cross)

3.0 kN/lm2000Metal Strapping(Double Cross)

27.00 59.40


Working Drawings

Landscaping PlanDesign Name:

Title:

Checked By:


11 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:200 @ A3

4,00

0

500

3,00

050

0

5,010

1.8m high timber fence return


dev

elo

per

s ex

isti

ngre

tain

ing

wal

lap

pro

x. 1

.4m

hig

h



0.4m high approx.timber ret. wall0.2m high approx.

timber ret. wall

stormwater to legalpoint of dishcharge

refer to "as cons" forsewer connection point

Dav

idso

n C

ircu

it

L

BuildingFootprint

LOT 162375 M2

1:7 approx.

G

North

East

South

west

Landscaping / Planting Legend

WaterhousiaFloribunda

SyzguimAustrale

2D PlantSymbol

Name

Pot Size

Width

Height

LxoraCoccinea

Liriope"Evergreen Giant"

DietesBicolor

45l 200ml 200ml 140ml 140ml

3.5m 1.5-2.0m 2.0m 0.8m 1.0m

8m 0.5-1.0m 0.5-1.0m 0.6m 0.8m

All plant species & quantities are indicative and subject to availability and suitability to site. Should aparticular nominated plant not be available an equilavant replacement shall be used.

exposed aggregate

river pebbles (20 - 40mm, weed mat under)

'A' grade turf

garden edging

Legend

FGL 17.500

FGL 16.500

FGL 17.500


channel & grate

rock retaining wallto engineers detail & design

timber retaining wallto engineers detail & design

1.8m high butted timber fence & gate return1m back from building line

1.8m high butted timber fence return1m back from building line

spoon drain

existing 1.8m high timber fence

stormwater to legalpoint of discharge

masonry blockwork build up toengineers detail & design

1800mm high secondarystreet fencing 50% transparentwith recessed fencing sections

1.8m high timber (butted paling) fence return1.5m back from building line

Ausdrain pit


1.8m high timber fence return1m back from building line

max. XXm high deep formed drop edge beamto engineers detail & design

max. XXm high upstandto engineers detail & design

Stre

et N

ame

33.400 - 000000'00"

1m

Real Property Description

Lot Number: 162Registered Plan Number: SPParish:County:Local Authority: Logan C.C

Site Area: 375M2

Site Coverage: 58.84%

5.01 m0.685 m

1:7 approx.

R.L 49.375

DistanceGrade 1:8

Transitional

Grade

DistanceHeight Gain

FFLNGL (boundary)

Driveway Gradient

1:4 1:8

R.L 50.060

grade 1:16 approx.

dp

direction of fall

RW Roof Water Line

Legend


rock retaining wall

1800mm high buttedtimber fence

Proposed FGL RL

16.65NGL RL

16.65

LetterboxL

G Single timber gate

Downpipe Location

Stormwater Line

S Sewer Line

Rubbish Bin Location

masonry block retaining wall

1800mm high secondarystreet fencing minimum50% transparent

wall set out

n/a n/a n/a

Field gully pit

Clothes line location

min. 4m dim.POS

SW

transitional gradient

1:8 1:81:4

1:8

min. 5m dim.POS

min. 3m dim.POS

1800mm hightimber (butted paling) fence

Ease

men

t

GarageFFL RL 4.824

Retaining Note:All retaining wall locations where shown is indicative onlyfinal location and height to be determined on site

conc. sleeper retaining wall

Site Notes:

• final length & position of all retaining walls t.b.c on site by supervisor• retaining walls higher than 1m in height to be engineered designed• retaining walls constructed from treated pine timber, masonry blockwork or rock as per plans• retaining walls may change location at supervisor's discrection if required• fencing in accordance with developer covenants• driveway gradient not to exceed 1:5• Batters to comply appropriate soil classification described in table 3.1.1.1.BCA Vol.2.• stormwater to legal point of discharge

wall set out

Batter Fill



LowerFFL RL 50.060 approx.PAD RL 49.750 approx.

UpperFFL RL 22.310 approx.PAD RL 22.000 approx.


Working Drawings

Internal Elevations 1 of 2Design Name:

Title:

Checked By:


12 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:50 @ A3

3,500

900 1,000 600 1,000

900

750

750

1,80

060

0

900

880

20

6006001,050450

880

20

600 1,100 800 2,700

1,10

0

2,10

0

800

300

900 155

800

1,30

0

110

690

900

800

300

1,00

0

110

690

9001,200 155

1,00

0

1,650 approx.

250 400 250

1,20

040

0

800

200

750trh cl.

200

2,10

0

2,10

0

800

110

690 1,10

0

1,200 400 400

1,20

040

0

1,10

0

2,10

0

slide out rangehoodflush to u/s of o'heads

10mm o/hang belowto open c'boards 10mm o/hang below to open c'boards

plinth to wall

waterfallends

kick plate

fridgespaceonly

glass

Kitchen Elevation 1

m/oprov.

kick plate

d/wprov.

Kitchen Elevation 2 Kitchen Elevation 3

ohc

c'pbd

ohc

hot plate

ubo

ohc

Bathroom Elevation 4Bathroom Elevation 3

tiles

shr

Bathroom Elevation 1

tiles

Bathroom Elevation 2

mirror

Ensuite Elevation 1

mixer/spout

mirror

Ensuite Elevation 3Ensuite Elevation 2

c'pbd

tiled plinth

tiles

shr

tiles

c'pbd

tiled plinth

tiles

towel rail

niche

tiles

trh

wc

Ensuite Elevation 4

tiles

trh

wc

tilesshower behindshr

heatedtowel rail

Ensuite Elevation 5

tiles

niche

free standing bathfree standing

bathfree standing

bath

123

1809 XO/O SW

700d

/wp

rov.

m/oprov.

ref.

pro

v.(9

00m

m)

ohc

ubo

Kittiles

1212 XO SW0906 XO SW

720

Bath 1200tr

freestandingbath

900

900

0615 XO SW

720

800

1,20

0 900

Ens.

2000

900

trhheated

tr

Note: all heights shown from finished floor level

1234

1234

5


Working Drawings

Internal Elevations 2 of 2Design Name:

Title:

Checked By:


13 of

Hamilton

Job No:

Drawn By:




Area Calculations

House:

Garage:

Porch:

Alfresco:

Total:

171.24 sqm

2.45 sqm

220.65 sqm

36.06 sqm

10.90 sqm

13

CNOwner / s ..............................................................Date...................

Owner / s ..............................................................Date...................



B

MB


MB

1:50 @ A3

200

200

800

750trh cl.

800

900

400

2,10

0

900

2,10

0

450 1,060 450

450

450

450

450

450860

450

450

450

450

450

1,80

0

450

450

450

450

1,80

0

450

600 350 1,350 600 100

3,000

w/m taps under tubWC Elevation 2

tiles

tiles

WC Elevation 1

trh

wc

wc

trh

tiles

Laundry Elevation 1 Laundry Elevation 2

kick plate

w/mprov.

tiles

broom

tub

broom

W.I.P. Elevation 1

shelf

shelf

shelf

shelf

W.I.P. Elevation 2

shelf shelf

shelf

shelf

shelf

shelf

shelfshelf

W.I.R Elevation 1 Typical Robe Elevation

shelf with hanging rail under

shelf

shelf

shelf

shelf

W.I.L. Elevation 1

shelf with hanging rail under

dryerprov.

2115 XO SGD

820

L'dry

Brm.

w/mprov.

dryerprov.

1212 XO SW0906 XO SW

720

WCtrh

720 CSD

W.I.Ptiles

720720 CSD

W.I.Ltiles

720

W.I.Rcarpet

Note: all heights shown from finished floor level

12

12

12

1

1

Documents

Proposed New Building For