Working Drawings - The House...

NOTES:Images Are Diagramatic OnlyRefer To Elevations For Details

xxx

xxx

Issue Date Description

Proposed New Residence For:Proposed New Residence For:

Working Drawings

Cover Sheet

Electrical Plan

Slab Layout

4

3

2

Sections / Details

1

Site Plan

Floor Plan - Upper

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

Floor Plan - Lower 1:100 @ A3

12

Example Working DrawingsSloping Site

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Legends / NotesDesign Name:

Title:

Checked By:

Drawing No: Scale:Client:

2 of

Outrigger 201

Job No:

Drawn By:

Issue:Plot Date: 6/07/2015

Designed By:xxx

xxx

12

MBOwner / 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.

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

T: (07) 5602 6177 0408 701 623W: www.thehousedesigners.com.auA: 1 / 7 Straithaird Road Bundall QLD 4217P: Po box 3282 Nerang DC QLD 4210QBCC: 1274038

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.

To comply with BCA 3.12(unless otherwise stated)

AS PER ENERGY RATING ASSESSMENT CERTIFICATE

• 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 2250mm AFL with MDF bulkhead over

• 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

• 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.

Jam studs: Beside open. up to 1400mm wideBeside open. up to 2300mm wideBeside open. up to 3300mm wide

2 / 35 X 70 (MGP 12)3 / 35 X 70 (MGP 12)4 / 35 X 70 (MGP 12)

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

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

Footings

Slab Height

Termite Management

External Walls - Brick Veneer

To engineers design & detail

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

Internal Linings 10mm Plasterboard

6 mm Villaboard to all wet areas

10mm Plasterboard

4.5mm Hardiflex

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

Ceiling Linings

Soffit Linings

Window Flashing

Roofing Colorbond sheet, Pitch as specified on drawings

Ceiling Height

Joinery Level

As specified on drawings

Roof Bracing

Fascia

Downpipes

Guttering

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

As specified on drawings

To engineers design & detail

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

General Notes

Energy Efficiency

Stormwater / Drainage Notes

Site Notes

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

Timber Schedule

Wall Framing

Top Plate(Load Bearing)

Bottom Plate(Load Bearing)

Seasoned Pine

2 / 35 X 70 (MGP 12)

35 X 70 (MGP 12)

Bottom Plate(Non Load Bearing)

35 X 70 (MGP 10)

Studs(Load Bearing)

Studs(Non Load Bearing)

35 X 70 (MGP 12) @ 450 cts.

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

Nogging: 35 X 70 (MGP 10)

Bearers & joists

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

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

Lintels & beams:

Roof framing:


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

Legend

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:

To All Windows. As per manufacturers details

Speed Brace. As per manufacturers details

Colorbond

PVC

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

N/A

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Site PlanDesign Name:

Title:

Checked By:


3 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


m/box

HW

S

1,77

0

1,50

0

2,55

0

3,559

3,850

4,300 16,045 2,955

2,06

010

,440

1,50

0

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

tiered rock retaining wallmax height 1m

dismantle existing footpathreplace with coloured concrete

coloured concrete driveway finish

stormwater to legalpoint of discharge

stormwater to legalpoint of discharge

rock retaining wallmax height 1m


denotes batter

McG

rego

rPl

ace

LOT 2406374 M2

gate

Lot 2407

Lot 2405

Lot 2408

Lot 2409

15.576

103°09'35"

23.3 167°09'55"

14.0257 °09'55"

30.127

7.00

6.50

6.75

7.00

7.758.008.25

8.508.75

347°09'55"

CON

C

TOP OF BANK

9.009.25

9.50

9.75

10.00

10.2510.50

10.75

11.0011.2511.50

12.50

11.5011.75

12.0012.25

SITE BENCH

MARK

NAIL IN

KERBRL6.81 (Arbitrary)

ELECTRICITY PILLAR ROO

FWATER IL6.85

FH

FIRE HYD

RANT

WM

WMOP

EPIL

ELP

LIGHT POLE

CPIT

COM

MU

NICATIO

NS PIT

OP

OP

OP

6.92

6.62

6.36

6.26

6.53

6.80

6.16

WATER M

ETERSL6.36

6.65

6.88

6.89

7.05 6.96

7.35

7.53

7.20

7.74

9.05

9.23

9.25

9.11

9.10

9.22

11.74

11.63

11.77

11.67

12.41

12.53

9.26

9.32

9.37

9.42

9.33

9.35

10.09 10.05

10.07

10.08

10.16

7.08

6.62

6.32

6.40

6.99

678

659

6.56

10.19

931

917

7.25

7.507.25

9.25

6.75

9.25

7.50

7.758.00

8.258.50

8.759.00

9.259.509.7510.00

10.2510.5010.75

11.0011.25

10.00

9.50

9.008.758.508.258.007.757.50

7.00

7.25

9.50

9.75

L

dp

dpdp

dp

RWRWRW

RW RW RW

S

S

S

S

S

S

cut fill

cut fill

1.8m high fence return1m back from front building line


FFL RL 7.810PAD RL 7.500

FFL RL 10.570PAD (FGL) 9.600 approx.

FGL 17.500

dp

Site Notes:

• length 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 or rock as per plans• agriculture drainage systems to be used• retaining walls may change location at supervisor's discrection if required• fencing in accordance with developer covenants• landscaping 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 dishcharge

direction of fall

RW Roof Water Line

Legend

timber retaining wall

rock retaining wall

1800mm hightimber fence

Proposed FGL RL

16.65NGL RL

16.65

Rendered Leterbox

R B

L

Real Property Description

Lot Number: 2406Registered Plan Number: SP 230012Parish: StapyltonCounty: StanleyLocal Authority: Ipswitch C.C

Site Area: 374M2

Site Coverage: 40%

8.3 m1.01 m

1:8

R.L 6.800n/aDistance

Grade 1:8Transitional

Grade

DistanceHeight GainFFLNGL (boundary)

Driveway Gradient

1:4 1:8n/a n/a

R.L 7.810

1500mm high timber toprail & posts with poolstyle infill fencing

G Single timber gate

Downpipe Location

Stormwater Line

S Sewer Line

Rubbish Bin Location

590X350 renderedbrick pierspainted horizontaltimber battens

HTB

Nor

thEast

Sout

hwest

1:200 @ A3

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Floor Plan - LowerDesign Name:

Title:

Checked By:


4 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


Note:• Lift off hinges to wc door

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

• Continuous flow hws, position to be confirmed

• 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)

Nor

th

East

Sout

h

west

2148

o/h

sec

tio

nal

do

or

(rem

ote

)

820

0906 XO SW

820

820 CSD

1815

XO

/OO

SW

1,80

0 V

SD

820

720

820

1,50

0 V

SD

820

W/M

/S

m/box

HW

S

230 4,600 230 1,000

230 5,600 230 1,600 350

6,060 1,950

8,010

230

1,91

070

930

701,

300

90

230

2,91

023

01,

000

230

5,61

023

0

3,37

01,

000

6,07

0

10,4

40

3,02

035

01,

010

350

230 1,100 3,500 230 2,950

230 1,10070

1,00070 530

70 3,760 230 950

230 2,770 70530

70 3,160 230

7,060 950

8,010

230

1,91

070

930

701,

300

90

230

1,47

070

1,59

070

1,08

090

230

3,13

070

7,01

0

230

920

703,

290

905,

610

230

10,4

40

220

70160

230

230

160 70

1,00

0

1,000

line of building above

door height to suit

porch ceiling framedto soffit height

plumbing ductbrickwork abovesteel lintel

Bed 4

Ro

be

Line

n

124

3

Elevations

carpetL'dry

Garage

Porchcol. conc.

plain conc.

wall mount clothes line

exp. agg.

8

54

76

OBS

trh

dp

dp

3

12

storeunder

shlv

s

Stair SpecificationRise 2760Riser 184 (15)Going 2502RG 618

UP

dp

col. conc. tapA

A

1:100 @ A3

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Floor Plan - UpperDesign Name:

Title:

Checked By:


5 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


1809 XO/O SW 1809 XO/O SW

0615

XO

SW

1215

XO

SW

1215 XO SW 0906 XO SW

8201218 XO SW

0615

XO

SW

0906

XO

SW

720

720

1215

XO

SW

1,80

0 V

SD

820

720

720

2,70

0 V

SD

1,20

0 V

SD

820

2121

SG

D

P'TRYF/S 900

900900

UP1234

70 4,785 70 1,10070 530

70 4,430 70

70 4,220 70 2,700 900 70 3,000 70 4,315 70

70 2,150 70 1,500 70 4,100 70 3,000 70530 70

930 70 2,715 70

450 15,485 450

16,385

704,

280

701,

000

703,

220

70

705,

940

800

1,30

060

070

2,87

070

3,80

070

1,90

070

450

8,78

045

0

9,68

0

701,

300

701,

000

703,

220

70

702,

910

703,

500

702,

090

70

450

8,78

045

0

9,68

0

70 4,220 70 2,700 900 70

70 4,785 70 1,10070 530

70 3,200 70

4,290 9,965 1,230

450 15,485 450

16,385

1,39

016

0

160 600

590

590

3,08

070

900

d/w prov.under

m/o prov.above

plumbing duct under

12

10

89

3

54

76

11

12

1314

ohcw/o

water tap @1900mm afl

W.I.R

Bath

Living

WC

Dining

Bed 3

Kitchen Bed 2

Bed 1

Alfrescotimber decking

carpet

carpet

carpet

tiles

tiles

tiles

Ens.

Line

n

Familytiles

1000

mm

hig

h w

all

124

3

Elevations

a/c

ext.

a/c

int.

pla

in c

onc

. sla

b1.

1m X

0.5

m

OBS

m/h

dp

trh

trtrh

OBS

Stair SpecificationRise 2760Riser 184 (15)Going 2502RG 618

a/c ext.

a/c int.

plain conc. slab1.1m X 0.5m

dp

dp

dpspreader

dpspreader

200mm o/hang to benchtop

tr

900mmdown

Ro

be

shlv

s

Ro

be

shlv

s

shlvs

down

dp

A

A

Note:• Lift off hinges to wc door

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

• Continuous flow hws, position to be confirmed

• 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)

Nor

th

East

Sout

h

west

1:100 @ A3

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Elevations 1 of 2Design Name:

Title:

Checked By:


6 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


450

450

colorbond sheet roof @ 25°pitchcolorbond fascia & gutter

powder coated aluminium framedwindows and sliding glass doors

steps

1000mm high balustradingto build. spec.

4,8605,200

2,760

hardies 325mm wide stria

shs columns to eng. spec.

a/c

UFFL

UTPUJL

2,440

0

2,100

4,8605,200

2,760

3,00

0

3,00

0

450450

450

rendered brickwork


wall hung clothes line



hardies 133mm wide axon

meter box

UFFL

UTPUJL

JL

FFL

TP

Boun

day

Boun

day

7,63

7

2148 remote garagedoor to build. spec.

350sq. rendered brick piercore filled with 1/M12 rod typical

Note:• Refer to colour specifications for detailed internal and external colours / materials

• Articulation joints as per engineering details

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

(Sliding windows with keyed vent locks; awning with ratchet restriction)

1:100 @ A3

Elevation 1

Elevation 2

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Elevations 2 of 2Design Name:

Title:

Checked By:


7 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


2,440

0

2,100

4,8605,200

2,760

3,00

0

450450

450



hardies 133mm wide axon

rendered brick sectioncore filled with 1/M12 rod typical

hardies 325mmwide stria

a/c unit

tiered rock retaining wallmax. height 1m

HWS (gas)

Boun

day

Boun

day

UFFL

UTPUJL

JL

FFL

TP

wall hung clothes line

1000mm high balustradingto build. spec.

steps


NGLFGL

HWS (gas)

a/c

NGL

NGL

NGL

Note:• Refer to colour specifications for detailed internal and external colours / materials

• Articulation joints as per engineering details

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

(Sliding windows with keyed vent locks; awning with ratchet restriction)

2,440

0

2,100

4,8605,200

2,760

3,00

0

450450

3,00

0


powder coated aluminium framedwindows and sliding glass doors colorbond sheet roof @ 25°pitch

colorbond fascia & gutter

a/c unit

350sq. rendered brick piercore filled with 1/M12 rod typical

Boun

day

Boun

day

UFFL

UTPUJL

JL

FFL

TP


HWS (gas)

tiered rock retaining wallmax. height 1m

m/box

NGL

NGL

FGL

FGL

NGL

1:100 @ A3

Elevation 3

Elevation 4

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Sections / DetailsDesign Name:

Title:

Checked By:


8 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


5,200

2,440

320

2,440

75lightweight cladding as per plans

10mm plasterboard wall liningpaint finish

timber framed walls asper framing schedule

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

cornices as per builder's specifications

timber framed walls asper framing schedule

FC sheeting to soffit andabove windows

lintel as per framemanufacturer's specifications

wall ties in accordance with AS3700 Masonary code

colorbond fascia & gutterfixed to manufacturer'sspecs.

50x38 soffit bearers

1/30x0.8 G.I. straproof battens @ 900 cts (intermittent safety 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

lintel as per framemanufacturer's specifications

10mm plasterboard wall liningpaint finish

steel lintel

10mm plasterboard fixed tounderside of joist

weepholes @ 900mm cts

metal flashing fixed in accordance withmanufacturer's specifications

cornices as per builder'sspecifications

brick sill flashing / weep hole

brick sill

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

concrete slab & footings toengineer's detail & design

polystyrene waffle pod

10mm plasterboard lining to ceilings fixedto metal furring channels a @450 cts

OVERHANG AS PER PLANS

ROOF PITCH AS PER PLANS

Detail 1 N.T.S

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

waffle slab & footings toengineer's specifications

2,440

0

2,100

4,8605,200

2,760

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

10mm plasterboard linings to ceiling

UFFL

UTPUJL

JL

FFL

TPDETAIL 1

concrete slab & footing toengineers design & detail


as per dwg

Section A 1:100 @A3

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Slab LayoutDesign Name:

Title:

Checked By:


9 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


Nor

th

East

Sout

h

west

6,060 1,950

3,02

035

01,

010

350

275

4,81

062

5

1,50

03,

370

1,00

06,

070

10,4

40

7,060

7,060 950

1,400 3,600 2,060

10,4

40

2,628 2,628 2,628 1,050

2,628 2,628 2,628 1,050

2,89

32,

893

2,89

3

500

1,10

02,

040

1,100 4,695

70 900 900

70

3,715 900

900

70

11,72

6 CL t

o CL

12,603

380 1,500 970

695

705

310

310

1,600 350

1,000

2,0003,730

3,14

07015

070

1,08

090

230 1,000

1,00

0

16,045

25mm rebate for garagedoor opening

floor joists @ 450 cts.as per engineers documentation

shs to eng. spec.

bearers as per as perengineers documentation

footings / shs columnspoured & positioned at same time as main slab

above

86mmstepdown

fw 86m

mst

epd

ow

n

col. conc.

col. conc.

lbw

lbw

lbw

Under Slab Points

Floor Wastefw

Bearers & joists


cl cl clcl

cl

clcl

cl

cl

cl

cl

cl

cl

cl

cl

shower recessinto joists

shower recessinto joists

col. conc.

col. conc.

cl

col. conc.

86mmstepdown

lbw


1:100 @ A3

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Electrical PlanDesign Name:

Title:

Checked By:


10 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


W/M

/S

m/box

HW

S

sgpo on ceiling forgarage door motor

water proof sgpo forgas HWS

wp

1500

300

two-way

1500

Nor

th

East

Sout

h

west

T.V Point

Exhaust Fan on separate switch controlvented into ceiling space

Air Conditioner - Internal Unit

Air Conditioner - External Unit

Electrical Legend

Single power outlet

Phone point

Double power outlet

Single power outlet (water proof)

Round Oyster Fluro Light Point - 36w

feature downlight point - 18w

Wall mounted flood light point - 120w

Smoke detector

wp

wp

a/c int.

a/c ext.

Down light point - 18w (CFL)

Double fluorescent light point - 36w

Single fluorescent light point - 36w

Double power outlet (water proof)

Ceiling fan

Ceiling fan / light

Light Switches

Wall Mounted Lights

Power Outlets (Standard)

@ 1150 AFL

@ 2000 AFL

@ 300 AFL

Power Outlets (Other)

Microwave Oven (Oven Tower) @ 1800 AFL

@ 700 AFL

Ventilation to internal wc, bath, ensuiteto be an exhaust fan in accordance withBCA F5.4 & AS - 1668.2

Vantiy Basins @ 1050 AFL

Laundry Bench @ 1050 AFL

Washing Machine @ 1500 AFL

Kitchen Bench @ 1050 AFL

Refrigerator @ 1500 AFL

Dishwasher @ 300 AFL

Rangehood @ 1800 AFL

Microwave Oven (Under Bench)

Electrical Notes

Class 1 building (5w/m2)

Artifical lighting total allowance(watts)

985 (watts)

Actual Wattstotal used

696 (watts)

Exhaust Fan on light switch controlvented externally unless stated otherwise

Down light point - 18w (LED)

P'TRYF/S 900

900900

UP1234

a/c

ext.

a/c

int.

a/c ext.

a/c int.

two-way

wp300

300

300

300

300

300

300

300

3001050

1050

300

DW

MO&O

1500

REF

300

300

RH

1800

two-way

1050

1050

1:100 @ A3

Lower Level

Upper Level

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Bracing PlanDesign Name:

Title:

Checked By:


11 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


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

-Nominal fixings to all timber members in accordance with relevant standards; AS1684.2, AS1684.3-M12 Cyclone rods to either side of external openings over 1800mm wide for N1, N2, N3 Sheet 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.

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.

Bracing Notes

Tie-Down Schedule

Nor

th

East

Sout

h

west

600

Ply

900 Ply900 Ply

900 Ply

900 Ply

900 Ply

900

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

Metal Strapping(double cross)

2000 3.0 kN/lm

Sheet Roof YDirection N2Type

Ply Brace

Ply Brace

Length

600

900

Resistance

6.0 kN/lm

6.0 kN/lm

Qty. Total (kN)



2000 3.0 kN/lm

27.00

Sheet Roof

05 37.8007

Upper Level - 11.92 kN Required

6.0 kN/lm

3.0 kN/lm

N2Direction

Ply Brace

Type

Y

600

Length Resistance

900 6.0 kN/lm

6.0 kN/lm

Total (kN)Qty.

Ply Brace

X

2000


600

N2Qty. Total (kN)

Direction

Type

900

Sheet Roof


Length

Ply Brace

Metal Strapping(double cross) 3.0 kN/lm

06 32.40

Resistance


2000

6.0 kN/lm

Ply Brace

Sheet Roof

43.2008

50.40

Direction - X Direction - Y

Lower Level - 32.68 kN Required

X - Total Required - 44.60 kN

Upper Level - 41.16 kN Required

Lower Level - 45.20 kN Required

Y - Total Required - 86.36 kN

27.00

X - Total Achieved - 59.40 kN Y - Total Achieved -97.80 kN

41.40

3.601

7.2002

32.40

Direction - Y

N2

Dir

ecti

on

- X

44.60 Kn Bracing Required

59.40 Kn Bracing Achieved

86.3

6 Kn

Bra

cing

Req

uir

ed

97.8

0 Kn

Bra

cing

Ach

ieve

d

Sheet Roof

Denotes Tie-Down Rod

not part of calculation

not part of calculation

600

Ply

900 Ply

900 Ply

900 Ply900 Ply

900 Ply

900 Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

900

Ply

600

Ply

450

Ply

450

Ply

1:100 @ A3

Lower Level

Upper Level

Area Calculations

Living Lower:

Living Upper:

Garage:

Porch:

Alfresco:

Total:

3.98 sqm

201.91 sqm

36.08 sqm

12.31 sqm

119.98 sqm

29.56 sqm

Working Drawings

Landscaping PlanDesign Name:

Title:

Checked By:


12 of

Outrigger 201

Job No:

Drawn By:


Designed By:xxx

xxx

12

MBOwner / s ..............................................................Date...................

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



MB


MB


Nor

th

East

Sout

h

west

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

dismantle existing footpathreplace with coloured concrete

coloured concrete driveway finish

drainage catch basins as required



denotes batter

McG

rego

rPl

ace

LOT 2406374 M2

gate

L

1.8m high fence return1m back from front building line



FFL RL 10.570PAD (FGL) 9.600 approx.

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.

coloured concrete

Garden Mulch

'A' grade turf

1800mm high timber fence

paved garden edging to front / timber to rear

Legend

timber retaining wall

rock retaining wall

Rubbish Bins

Rendered Leterbox

R B

L

1500mm high timber toprail & posts with poolstyle infill fencing

direction of fall

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

1:200 @ A3

Working Drawings - The House...

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