bubbler pit detail - masterview 2.0 application...

CONTRACTOR MUST VERIFY ALL DIMENSIONSAND LEVELS AT THE JOB PRIOR TO COMMENCINGANY WORK OR MAKING ANY SHOP DRAWINGS.

DO NOT SCALE DRAWINGS.ALWAYS USE WRITTEN DIMENSIONS.

REVISION: DESCRIPTION: INITIAL: DATE:

JOB ADDRESS: CLIENT:

DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV:

19/0

9/20

12 1

1:36

:46

PM

Lot 28 Ian Reddacliff DriveMackay

19/09/2012 11:36:46 PM

T.Cook

01

Client

WD-CH1227

Mark & Melanie Parrott

01

(e) The sub-floor ventilation openings in internal and external walls must be inaccordance with Table 3.4.1.2 for the climatic zones given in Figure 3.4.1.2.(f) Where ventilation is obstructed by patios, paving or the like, additional ventilationmust be provided to ensure that the overall level of ventilation is maintained.Where the ground or sub-floor space is excessively damp or subject to frequent flooding, inaddition to the requirements of (a) to (f)—(i) the area of sub-floor ventilation required in (e) must be increased by 50%; or(ii) a sealed impervious membrane must be provided over the ground; or(iii) durability Class 1 or 2 timbers or H3 preservative treated timbers in accordance withAS 1684 Parts 2, 3 or 4.Termite ProtectionTermite Protection to comply with BCA Vol.2. Part 3.1.3. and AS3660.1and manufactures specification. The builder / application is to declare thetermite system before commencing work on site.3.1.3.0 Acceptable construction manualPerformance Requirements are satisfied for termite risk management if:(a) a termite barrier is installed in a Class 1 or 10 building to minimise the risk of termite attackto primary building elements in accordance with AS 3660.1; and(b) the termite barrier required by (a) has—(i) for a non temporary Class 1 building, a design life of at least 50 years; or(ii) for other than a non-temporary Class 1 building, a design life of at least 50 years or thespecified design life of the building, whichever is the lesser; and(c) a termite barrier need not comply with (b) if it is easily and readily accessible forreplenishment or replacement and is capable of being replenished or replaced; and(d) where a chemical soil barrier is used as an external perimeter barrier, it is—(i) installed by excavating trenches, treating the exposed trench and backfilling the trench withtreated material; and(ii) covered by a 50 mm thick concrete cover strip not less than 300 mm wide measured fromthe external wall of the building; andAt least 2 durable notices must be permanently fixed to the building in prominent locations,such as in a meter box and a kitchen cupboard or the like, indicating—(i) the method of termite risk management; and(ii) the date of installation of the termite management measure; and(iii) where a chemical barrier is used, its life expectancy as listed on the National RegistrationAuthority label; and(iv) the installer’s or manufacturer’s recommendations for the scope and frequency of futureinspections for termite activity.The exposed edge of the slab should be kept clean. Debris such as leaves should be removedto ensure the full 75 mm of the slab is always visible.Treatment of sub-floor areas:The area beneath a building requires special attention to ensure the effectiveness of thetermite barrier. The following points should be observed.a. Sub-floor ventilation - In suspended floor areas it is important that termite activity is notencouraged by inadequate subfloor ventilation. In conjunction with physical or chemicalbarriers air flow is critical. Air flow will not only restrict the growth of fungus which attackssubfloor members (which makes them more susceptible to termite attack), but also creates aclimatic atmosphere less conducive to termite activity.b. Subfloor access - Termite shielding installed below suspended floors relies on access forboth inspection and maintenance to be effective. Accordingly, minimum clearance heights willneed to be achieved between the building structure (including ducts) and the ground to alloweasy access to all areas where termite shields are used.Perimeter access doors will also be needed where access is required for inspection andmaintenance."PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES".The builder and owner shall :-1. Negotiate an option for termite control within the code. ( Thebuilder shall make available to the owner information written forthe consumer relating to termite protection options. eg. M.B.A :-"Home owners guide for protection of termites")2. Record in writing the selected options and retain a copy signedby both parties.Option Selected :- Chemical, Termimesh, Physical.If no option is selected it is assumed that the following will be used:-(A) TERMI-MESH TO ALL PENETRATIONS(B) PERIMETER BIFLEX SPRAYThe Home owner and subsequent owners shall be responsiblefor arranging inspections by a trained person at maximum 12 monthintervals.Should the current owner wish to sell the property it shallbe his or her reasonability to provide the new owner with a copy ofthe signed termite protection option adopted for the building.Stair constructionStairs must be constructed in accordance with the following:(a) Each flight must have not more than 18 nor less than 2 risers.(b) The nominal dimension of goings and risers of a stair must be constant throughouteach stair flight except that the going of winders in lieu of a quarter or half landing may varyfrom the going of the straight treads within the same flight provided that the going of all suchwinders is constant.(c) Treads must be of solid construction (not mesh or other perforated material) if thestairway is more than 10 m high or connects more than 3 storeys.(d) A flight of stairs must not have more than 3 winders in lieu of each quarter landing or6 winders in lieu of each half landing.

Sewerage1. Sewerage plan to be in accordance with Council prepared plan.When relevantSewerage shall be connected to owner supplied D.S.T.P. within10m of house with suitable fall. Owner to provide location on separateapplication.It is the owners' responsibility to ensure earth banks formed byThe building platform/pad/bench are retained to comply with therelevant requirementsSANITARY PLUMBING SYSTEMSThe design, construction, installation, replacement, repair, alteration and maintenance of asanitary plumbing system must be in accordance with AS/NZS 3500.2.Stormwatera) Stormwater to be discharged to Council approved discharge pointb) position of stormwater lines as per Council requirements.Max roof area stormwater discharge per specifieddownpipe or stormwater drainage pipe/shape.100x75 dp 50m Sq roof area.90mmsq DP 50m Sq roof area.100mmsq DP 60m Sq roof area.90mmsq Pvc s/w pipe 125m Sq roof area.Min grade 1:100( @ 6 litres/sec)100mmsq Pvc s/w pipe 170m Sq roof area. Min grade 1:100( @ 8 litres/sec)150mmsq Pvc s/w pipeWater SupplyPlans must Comply with QDC - 4.2, - Water savings targets.Contours and Levelsa) Contours and levels shown on plan are taken from levels suppliedby contour surveyor and no responsibility is taken for accuracyof cut levels.Retaining Wallsa) All retaining walls are to comply with BCA & Council policy onretaining walls and embankments on residential building sites.b) Position of retaining wall may vary and must be verified bybuilder prior to commencement.c) Engineers documentation to take precedence over plansSite Setouta) All boundary clearances shown are to be verified by builder atsetout and prior to any construction commencing.b) Any variation to setout dimensions must remain within councilrequirements.Site worksExcavation and filling of site to be in accordance with BCA Part 3.1and AS 2870 & developers requirements.Drainage works to be in accordance with BCA Part 3.1.2 & AS/NZS 3500.3.2.Surface drainage - finished ground to fall away from building:(i) 25 mm over the first 1 m from the building in low rainfall intensity areas for surfacesthat are reasonably impermeable (such as concrete or clay paving); or(ii) 50 mm over the first 1 m from the building in any other case.Finished slab level to be:(i) 100 mm above the finished ground level in low rainfall intensity areas or sandy, well-drained areas; or(ii) 50 mm above impermeable (paved or concreted areas) that slope away from thebuilding in accordance with (a); or(iii) 150 mm in any other case.Prevent ponding of water under suspended floors:1. Site to be excavated and or filled to levels shown.2. Footings shall be placed as per builders spec or engineers details.3. Footings to found in non-expansive natural material having aminimum allowable bearing capacity of 100kpaFootings & Slabs:Generally to be in accordance with AS 2870 and/or Engineers detailsSub-floor ventilation:The sub-floor space between a suspended floor of a building and the ground must be inaccordance with the following:(a) The sub-floor space must—(i) be cleared of all building debris and vegetation; and(ii) be cross-ventilated by means of openings; and(iii) contain no dead air spaces; and(iv) be graded in accordance with finshed slab levels above; and(v) have evenly spaced ventilation openings in accordance with BCA Figure 3.4.1,Diagram a.(b) In double leaf masonry walls, the cross ventilation openings specified in above mustbe provided in both leaves of the masonry, with inner-leaf openings being aligned with outerleaf openings to allow an unobstructed flow of air.(c) Internal walls constructed in sub-floor spaces must be provided with openings—(i) having an unobstructed area equivalent to that required for the adjacent externalopenings; and(ii) which are evenly distributed throughout such internal walls.(d) The clearance between the ground surface and the underside of the floor, must bein accordance with BCA Table 3.4.1.2.

(e) The riser opening must not allow a 125 mm sphere to pass through between the treads.(g) Treads must have a slip-resistant finish or a suitable non-skid strip near the edge of thenosings.(h) Landings must—(i) be not less than 750 mm long and where this involves a change in direction, the length ismeasured 500 mm from the inside edge of the landing; and(ii) have a gradient not steeper than 1:50; and(iii) be provided where the sill of a threshold of a doorway opens on to a stair that provides achange in floor level or floor to ground level greater than 3 risers or 570 mmBalustrades or other barrier construction(a) The height of a balustrade or other barrier must be in accordance with the following:(i) The height must not be less than 865 mm above the nosings of the stair treads or the floor of aramp.(ii) The height must not be less than—(A) 1 m above the floor of any access path, balcony, landing or the like or(B) 865 mm above the floor of a landing to a stair or ramp where the balustrade or other barrier isprovided along the inside edge of the landing and does not exceed a length of 500 mm; or(C) 865 mm above the floor beneath an openable window.(b) A transition zone may be incorporated where the balustrade or other barrier height changesfrom 865 mm on the stair flight or ramp to 1 m at the landing .(c) Openings in balustrades (including decorative balustrades) or other barriers must beconstructed so that they do not permit a 125 mm sphere to pass through it and for stairs, the opening ismeasured above the nosing line of the stair treads.(d) A balustrade or other barrier, except a window serving as a barrier, must be designed to takeloading forces in accordance with AS/NZS 1170.1.Fire SafetyGenerally to be in accordance with BCA 3.7.Heating appliances generally to be in accordance with BCA 3.7.3 & AS2918Swimming PoolsGenerally swimming pools and safety fences to be constructed in accordance with BCA 3.9.3. andAS1926.1.Requirements for Sustainable Buildings for new Class 1 building and a sole-occupancy unit of a newClass 2 building, and renovated bathrooms in an existing Class 1 and a sole-occupancy unit of an existingClass 2 building.Acceptable Solutions:Shower Roses: (to reticulated mains water supply areas only) This applies to new Class 1 buildings andsole-occupancy units of new Class 2 buildings, or where the bathroom of these buildingclassifications undergoes renovations.Shower Roses to be 3 Star rating under the Water Efficiency Labelling Scheme (WELS)or a AAA rating when assessed against AS/NZ 6400:2005 Water Efficient Products -rating and labelling.Water Pressure Limiting: (to reticulated mains water supply areas only) The maximum pressure level ofwater from any outlet within the property boundaries of a new Class 1 building must not exceed500kPa. Compliance can be achieved through the installation of a water pressure limiting device in linewith the water meter. Where it is known that the pressure level of the water supply does not exceed500kPa, a water pressure limiting device is not required.Dual Flush Toilets:This applies to new Class 1 buildings and sole-occupancy units of a new Class 2 buildings,or where toilets are replaced in the bathrooms of these building classifications undergo renovations. Atoilet must have a dual flushcapacity that does not exceed 6 litres on full flush and 3 litres on half flush.Energy Efficient Lighting:This applies to new Class 1 building and a sole-occupancy units in Class 2 buildings.Energy efficient lighting includes fluorescent and compact fluorescent lights. It does not includeincandescent or halogen lights. Compliance is achieved when energy efficient lighting is used for at least40 percent of the total floor area of the building or sole occupancy unit. (Floor areameans the area of a room measured within the finished surfaces of the walls, and includes the areaoccupied by any cupboard or other builtin furniture, fixture or fitting)This area includes associated garages.Where a part of a house is lit by more than one light source, and one or more of those light sources is notdeemed to be efficient lighting, then that part of the house is not considered to have efficient lighting, andtherefore does not qualify towards the 40% efficient lighting requirement.Hot Water Supply: In a new Class 1 building.A suitable hot water system includes:(a) a gas hot water system with a five star energy rating; or(b) a heat pump or a solar hot water system where:(i) in a building with 3 or more bedrooms, the hot water system,must be eligible to receive at least 22 Renewable Energy Certificates; or(ii) In a building with 1 or 2 bedrooms the hot water system mustbe eligible to receive at least 14 Renewable Energy Certificates.Requirements for smoke alarmsSmoke alarms must be installed in Class 1a buildings in accordance with BSA 3.7.2.3; and AS 3786.Smoke alarms must be connected to the consumer mains power where consumer power is supplied to thebuilding.On or near the ceiling in any storey containing bedrooms, between each part of the dwelling containingbedrooms and the remainder of the dwellingWhere bedrooms are served by a hallway, in that hallway, and any other storey not containing bedrooms.

megana

Received (Manual Date)

Bubbler Pit Detail

Rainwater Head Detail

Typical Pipe Through Footing Detail

Typical Under Slab-Edge Beam DetailTypical Section At Org

PIPES IN REACTIVE SOIL DETAILS





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 20

19/0

9/20

12 1

1:36

:48

PM


19/09/2012 11:36:48 PM

T.Cook

02

Client

WD-CH1227


02

Alternative 1 Alternative 2

Disturbed Area

Undisturbed Area

Elevation SEDIMENT FENCE

TEMPORARY CONSTRUCTION ENTRY/ENTRY SEDIMENT TRAP





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 20

19/0

9/20

12 1

1:36

:51

PM


19/09/2012 11:36:51 PM

T.Cook

03

Client

WD-CH1227


03

GENERAL CONSTRUCTION NOTESThese Drawings shall be read in conjunction with all other associated consultant's drawings andspecifications, and with such other written instructions as may be issued during the course of thecontract.All discrepancies shall be addressed by the Supervising Officer/ Superintendent for decisionbefore proceeding with the works.All dimensions shall be verified and confirmed on-site by the contractor before construction orfabrication is commenced.No responsibility will be accepted for any errors resulting from scaling the structural drawings.The Contractor shall be responsible for maintaining the structure in a stable condition duringconstruction and ensuring that no part may become overstressed.All workmanship and materials are to be in accordance with the relevant current SAA Codes, By-Laws and Ordinances including all amendments and statutory requirements, except where variedby the contract documents.All dimensions are in millimeters unless noted otherwise.The structural work shown on these drawings has been designed for the following criteria:Wind Classification - Refer Engineers DetailSite Classification - Refer Soil ReportAll Cladding materials and elements shall be fixed in accordance with the manufacturersspecifications for the appropriate loading conditions and the supporting structure shown on thesedrawings.Design Wind Loads are in accordance with AS1170.2 2001 as follows:Return Period- 500 yearsRegion- Refer Engineers DetailsTerrain Category- Refer Engineers DetailsShielding- Refer Engineers DetailsTopographic Factor- Refer Engineers DetailsIntl Pressure Co-Efficient- Refer Engineers DetailsAS4055 Classification- Refer Engineers DetailsDesign Live Loadings are in accordance with AS/NZS1170.1, 2002 as follows:Floor - Refer Engineers DetailsRoof - Refer Engineers DetailsBalcony - Refer Engineers DetailsAll items called up by a trade name may be substituted by an equivalent with similar propertiessubject to the Engineer's approval.The approval of substitute shall be sought from the Superintendent but is not authorization for anextra. Any extra work involved shall be approved by the Superintendent before the workcommences.

STRUCTURAL TIMBERAll workmanship and materials shall be in accordance with AS 1720 and all other relevant codes ofpractice.Abnormally green, split, warped or otherwise unsuitable timber shall be rejected. Timber at jointsmust be free of defects.It shall be the responsibility of the Contractor, during construction, to ensure that the condition of thetimber is not impaired in any way due to weather and such elements.The tolerance on timber element dimensions shall be -0, +3mm.All exposed hardwood timber shall be of durability class 2 or better. Exposed softwood shall beL.O.S.P. treated to H3 level.All bolts, screws and nails to be galvanised and fixed in accordance with AS 1720.All nail and screw penetrations nominated are to be into receiving member.All plywood is to be stamped with 'PAA Tested Structural' stamp.All bolts in timber-to-timber bolted structural joints shall be provided with a washer at each end asfollows:M8 Cuphead bolt - StandardM10 Cuphead bolt - StandardM12 bolt - 50x50x3M16 bolt - 65x65x5M20 bolt - 65x65x5All bolts in contact with CCA Preservative treated timber shall be coated in grease prior to erection,otherwise, insulated from the preservative treated timber to the satisfaction of the Engineer.Details shall comply with AS 1684.3 - Timber Framing Code, when no details are specified.

Concrete sizes are shown in minimum and no reductions by ducts, pipes etc. shall be made withoutthe approval of the Supervising Officer. Sizes exclude thickness of applied finishes.Trim all penetrations less than 300mm with 2/N12 bars each side and displace reinforcement eitherside.Pipes or conduits shall not be placed within the concrete cover to reinforcement without the approvalof the Supervising Officer.Other than those shown on the structural drawings, no holes or chases shall be made in concretemembers unless otherwise approved by the Supervising Officer.The location of any required construction joints shall be advised by the Supervising Officer.The concrete shall be compacted using high frequency vibrators.All slabs shall be placed at the same time as beams of which they form part, UNO.Curing of all concrete surfaces shall commence immediately after surfaces are finished and shallcontinue for a minimum of 7 (seven) days.Slabs with specified rough finish are to be kept free of bleed water and floated to prevent theformation of plastic shrinkage cracks.Refer to CSIRO Building Technology File 18 " Foundation Maintenance and Footing Performance: AHomeowners Guide." A copy of this publication is to be provided to the homeowner for his/herinformation and action.

CONCRETE MASONRYAll workmanship and materials shall be in accordance with AS 3700 - 2001. Install termitetreatment as required to protect timber.All concrete masonry blocks shall have a characteristic unconfined comprehensive strength of15MPa.Blockwork Mortar shall be of classification M3Minimum 28 day compressive strength of core filling grout shall be 20 MPa and a slump of200+/-30mm. Aggregate size shall be 10mm. Grout shall have a cement content of not lessthan 300kg/3. Fully bed face shells and end crosswebs of hollow units. Solid and cored unitsshall be laid on a full bed of mortar. No raking of joints is permitted. Nominal joint thickness10mm Maximum joint tooling 3mm.Minimum grout cover to all reinforcement shall be 20mm.All walls which are to be concrete filled shall have provision for clean-out at the base of everycore to be filled.Droppings shall be removed and steel correctly positioned before core filling is commenced.All wall intersections shall be bonded construction.Masonry blocks shall be constructed and grouted in lifts that allow full-core filling of the cores.Shoring shall remain in place for a minimum of 7 (seven) days or until other support isavailable.All ties to be stainless steel.All openings greater than 600mm vertically or horizontally in hollow masonry walls shall bereinforced at the sides and bottom with 1/N16 extending 200 past the opening, if no details arespecified. A reinforced lintel beam is to be situated at the tops of the openings in all walls.Provide flexible stainless steel ties at all control joints.Load bearing unreinforced hollow unit walls shall be constructed with a bond beam continuousalong the top of the wall. If no other reinforcement is shown on the drawings, reinforce bondbeam with 1/N16 and grout.Chases or holes shall not be made without the prior approval of the Supervising Officer.Embedded items such as conduits, shall not be placed inside cores containing reinforcement.Build in all fixings for designers details not shown on the structural drawings.Unless a superior detail is shown on the drawings, all wall intersections shall be bondedconstruction or tied (medium duty) @ 400 crs vertically.

CONCRETEAll workmanship and materials shall be in accordance with AS 3600.All formwork shall be designed and constructed in accordance with AS 3610.Concrete shall have the following properties:Location Grade Slump (mm) Max Agg. sizeFootings N20 80 20Slabs N25 80 20Clear cover to all reinforcement shall be:Location Cover Exposure ClassFootings 50 A2Internal Slabs 30 A1External Slabs 40 B1Construction joints shall only be used where shown or specifically approved by the Engineerand shall be properly formed.Reinforcement is represented diagrammatically and not necessarily shown in the trueprojection.Reinforcement splices shall only be made in the positions indicated on the drawings or asapproved by the Engineer.Fabric to be lapped a minimum of 2 cross wires + 25mm and sheets staggered to avoidexcessive thickness at laps.Welding of reinforcement shall not be permitted unless shown on the structural drawings.Minimum Fabric Lap 25 min

A Working Drawings tjc 4.06.12

B Working Drawings tjc 19.06.12

Proposed NewResidence

NO

RTH

Driveway

182

182.5

183

183.5

184

184.5

185

185.5

186

IAN REDDACLIFF DRIVE

186.5187

o.m

.p.

8940

9335

Crossover

1060

0 G

arag

e w

all

1000

0

Gar

age

o.m.p.

1511

8391

Pad R.L. 182.700

Pad R.L. 185.500

F.L. 185.910

Fill

Fill

CutBatter

1400Htretaining walls

Letter box

49.175m

196deg 59'45" 10.025m218deg 20"00"Telstra pit

303d

eg 2

1'20

"

215.

250m

2256





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 200

19/0

9/20

12 1

1:36

:52

PM


19/09/2012 11:36:52 PM

T.Cook

04

Client

WD-CH1227


04

County.Council

Footprint Area

Block Area

Site Coverage

Parish.Description.Suburb.

AS4055Classification.

Lot No.

2.179Ha

Mackay City Council

279.45m2

sp172242

28The Leap

Refer Engineers Detials

1 : 200

Site Plan

F Preliminary Plans a.j.c. 1/05/12F Preliminary Plans a.j.c. 1/05/12

G Preliminary Plans a.j.c. 16/05/12

1.3%

FOUNDATION & SITE PREPARATION

1. Strip top soil to the relative levels and to remove grass andtopsoil and loose material. Inspect to ensure that no local soft spotsexist.

2. Test Certificates of actual densities to be provided by thecontractor.

3. The Builder shall check all footing excavations for organicmaterial and rubbish. If any of this material is found, it shall beremoved and the excavation backfilled with clean granular fill.

4. If disturbed, the bottom of the excavation shall be compacted toa relative dry density of 100% as determined according to AS1289-E4.1 and E1.1.

5. The Builder is to ensure that the sides of the excavation arestable during all phases of construction.

6. The footings have been designed to be founded in a stablematerial with a safe allowable bearing capacity of 100kPa. ReferGeneral Notes.

SITE MAINTENANCE REQUIREMENTS

1. Site Maintenance is to comply with CSIRO BTF18 "FoundationMaintenance & Footing Performance: A Homeowner's Guide" Acopy of this document is attached to the soil report. It is the owner'sresponsibility to comply with this document and pass this documenton to future owners.

2. Do not over water gardens or lawns. Do not install sprinklersystems or similar near the building. Garden beds should not belocated near the building.

3. Maintain a grade in the ground a minimum of 50mm over adistance of 1m on all sides away from the building.

TA

P

Line of floor above

90x90 Shspost

Section 2

09

Section 2

09

Line of floor aboveExternal shr

4600

12/18 xo

22/2

4 rd

Heat Pump HWS

Section 3

09

Section 3

09

Section 1

09

Section 1

09

200 8090 200 3180 90 3080 90 3080 90

F.L. 183.100

Concrete

Workshop

5000Lt Rain watertank

7518

7090

1860

9060

0

200

4200

200

3870

200

1760

200

2330

350

75x75 Shs

75x75 Shs

3185 75 3100 75 3100 75

4600

200

4200

200

800

3070

200

200

3070

up

up

8490 9610

1720





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:53

PM


19/09/2012 11:36:53 PM

T.Cook

05

Client

WD-CH1227


05

Area ScheduleName Area

Ground FloorWorkshop 39.05 m²

39.05 m²First Floor

Living 183.09 m²Garage 44.81 m²

Deck 37.58 m²

Porch 12.72 m²278.19 m²

Grand total 317.24 m²

1 : 100

.Ground Floor

TA

PS

TA

PS

TA

P

820

w.c.

820 21/36 oxxo sgd

09/06 xo obs

720

2100

SD

21/2

1 xo

sgd

18/18xo 18/18xo

820 2SL 18/06 dh 18/06 dh

18/1

8xo

18/1

8xo

12/18 xo

Carpet

Main Bed

Carpet

Bed 2Carpet

Bed 3Carpet

Bed 4

Tiles

Ens.

Tiles

KitchenTiles

Bath

Tiles

Dining

Tiles

Living

Timber

DeckCarpet

W.i.r.

Tiles

Entry

250

3300

9010

0053

09053

019

4090

1000

9020

2090

1000

90

1211

0

600

3910

6280

2520

1331

0

1200

1320

250

5940

90045

10

250

1890

180

3870

90

1200

250

3300

9010

6028

1090

3910

600

8970 8490 9610

27070

90 2000 90 1600 90 4530 90 9610 0

250 6820 90 1810 90 3690 90 1200 0900 1500 90 3930 7330 90

250 6020 90 1570 90 600 3500 90 3380 600 90 600 3500 250 1740 90 4520 250

20630 6600ro

be

rob

e

06/0

6 xo

obs

dwn

shrbath

w.c.

720

csd

720

csd

720

820

720

12/0

9 xo

obs

720

snk

18/06 sh

18/09 dh 18/09 dh

Pantry

rob

e

linen br/linen

shr

ref

niche2309S/set

18/18xo

Section 2

09

Section 2

09

250 6020 800 90 1810 90 1550 90 1050 90 910 90 1200 90 1030 90 750 3650 7330 250

9044

2090

1690

9010

0090

2020

9022

8025

0

Tiles

L'dry

1500

SD

1500

SD

1000

2100

SD

820

820

Store

820

22/24 RD22/24 rd

820

shel

ves

720 720

5230 1720

6710

5400

12/18 xo

18/06 dh

Concrete

Patio

sliding btm sliding btm sliding btm

820

1820

1800

SD

AirConditioner

Air

Con

ditio

ner

18/12 xo 18/12 xo

18/0

6 dh

18/0

6 dh

Section 3

09

Section 3

09

Section 1

09

Section 1

09

F.L. 185.900

F.L. 185.800

F.L. 185.900

F.L. 185.750

Ste

p

Step

vb

vb

vb

vb

t

S

S

S

fw

fw

350x350Brick pier

350x350Brick pier

t

t

90x90 Shspost

250

6210

250

Concrete

Garage

dp

dp

dp

dp

dp

dp

dp

dp

dp

up





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:54

PM


19/09/2012 11:36:54 PM

T.Cook

06

Client

WD-CH1227


06

Area ScheduleName Area

Ground Floor

Workshop 39.05 m²39.05 m²

First FloorLiving 183.09 m²

Garage 44.81 m²Deck 37.58 m²

Porch 12.72 m²278.19 m²

Grand total 317.24 m²

1 : 100

.First Floor

F Preliminary Plans a.j.c. 1/05/12


2600

First Floor

5150

First Floor Plate

2550

Colorbond `Custom-Orb' metalroof sheeting at 25° pitch.

Colorbond metalfascia and gutter.

Powdercoated aluminiumwindows and sliding doors.

Double Height brickwork.F.C. panels may be required over windows(not shown).

2550

500

600600

18/06 dh 18/18xo 18/18xo 18/18xo

820 2SL

18/06 dh 18/06 dh

22/24 RD22/24 rd

Selected aluminuim battens

2200

Ground Floor Plate

2600

First Floor

5150

First Floor Plate

2550

Colorbond `Custom-Orb' metal roofroof sheeting at 25° pitch.

Double height brickwork.

F.C. panels may be required over windows(not shown).

MeterBox



18/06 dh

12/0

9 xo

obs

06/06 xo obs

18/06 dh

F.C. cladding withcoverstrips.





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:55

PM


19/09/2012 11:36:55 PM

T.Cook

07

Client

WD-CH1227


07

1 : 100

Elevation A

1 : 100

Elevation B



-200

Ground Floor

2200

Ground Floor Plate

2600

First Floor

2400

5150

First Floor Plate

2550


AluminiumBalustrade to BCArequirements.

(F.C. cladding withcoverstrips.)



12/18 xo

09/06 xo obs

18/06 sh18/12 xo18/12 xo

12/18 xo

12/1

8 xo

18/0

9 dh

21/36 oxxo sgd

18/0

9 dh

Masonry retaining wallsto Engineer's details.

-200

Ground Floor

2200

Ground Floor Plate

2600

First Floor

2400

5150

First Floor Plate

2550

Double ht brickwork.




Balustrade to BCA requirementsMin 1010 above F.F.L.125mm spere must not passthrough any opening.

18/18xo 18/18xo

21/21 xo sgd

22/24 rd

350x350Brick pier





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:57

PM


19/09/2012 11:36:57 PM

T.Cook

08

Client

WD-CH1227


08

1 : 100

Elevation C

1 : 100

Elevation D



-200

Ground Floor

2200

Ground Floor Plate

2600

First Floor

5150

First Floor Plate

2400

2550 Bed 2 Kitchen Main Bed

N.G.L.

Slab, footings and retaining walls toEngineer's details (shown indicatively).



Timber roof trusses, crs and fixing in accordance withmaunfacturers specs (shown indicatively)

Plasterboard linedwalls and ceilings.

11.6° Slope

600

760

F.L. 185.900

F.L. 183.100

2600

First Floor

5150

First Floor Plate





Garage


600

2550

F.L. 185.900

-200

Ground Floor

2200

Ground Floor Plate2600

First Floor

5150

First Floor Plate





Patio Living Deck


300

760

600

2400

2550





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:58

PM


19/09/2012 11:36:58 PM

T.Cook

09

Client

WD-CH1227


09

1 : 100

Section 2



1 : 100

Section 1

1 : 100

Section 3

F.L. 185.800

F.L. 185.750

F.L. 2600

Step

Step

Ste

p

Timber Deck

Timber Floor

Concrete Slab

Porch Slab

Edge of Slab

Edge of Brickwork above

snk

shr

fwvb

vb

t

w.c.vb

fw

bath

shr

vb

F.L. 185.800

w.c.

7310

1090 316

240 1180 1360

590

1100

960

1140

955

2200

1525

4880

910

910

390

1380

1000

90

90 2000

240 1450 565

4960

3510

90x90 Shspost

350x350Brick pier

350x350Brick pier

Timber Deck

7970 1000 8490 1000 8610

18100

8970 8490 9610

1090

3910

3960

2320

2520

1200

1320

2320

3960

4510

490

20280 5230 172013

60

1260

012

00

3640

8470

6740

5370

1211

0

27230

Edge of Slab

Edge of Brickworkabove

Blockwork wall under

20630 6600

350 4530 350

27070

1380

0

F.L. 185.900

Blockwork wall under

8490

4600 Line of slab edge

Line of externalblockwork overF.L. 183.100





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:59

PM


19/09/2012 11:36:59 PM

T.Cook

10

Client

WD-CH1227


10 1 : 100

Setout First Floor

1 : 100

Setout Ground Floor

09/06 xo obs2100 Lintel Ht

18/18xo2100 Lintel Ht


18/06 dh2100 Lintel Ht


18/1

8xo

2100

Lin

tel H

t

18/1

8xo

2100

Lin

tel H

t

12/18 xo2100 Lintel Ht



18/06 sh2100 Lintel Ht








18/0

6 dh

2100

Lin

tel H

t18

/06

dh21

00 L

inte

l Ht

21/36 oxxo sgd2100 Lintel Ht

21/2

1 xo

sgd

2100

Lin

tel H

t

820 2SL

2083 Lintel Ht

820

2024 Lintel Ht

22/24 RD

2200 Lintel Ht

22/24 rd

2200 Lintel Ht

2640 1810 3590 820 110 1340 610 1120 610 790 1210 910 1210690

100 1810 770 910 590 3600 590 910 330

1570

2100

840

390

1810

1800

1810

470

8970 8490 9610 160

27230

4510

6280

1320

1211

0

600 2400 590 2410 830 610 2030 1810 1790 1810 2870 1810 1070 1570 590 610 2750 610 470

20630 6600

27230

1310

610

2750

610

1430

7090

032

061

035

00

5400

6710

1211

0

3340 1810 3340

8490

1100

2400

1100

4600

12/18 xo





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:36

:59

PM


19/09/2012 11:36:59 PM

T.Cook

11

Client

WD-CH1227


11 1 : 100

Masonry Setout First Floor

1 : 100

Masonry Setout Ground Floor

UP

UP

NOTE: For quantity of kitchen power points, refer contract.- Kitchen power points NOT INCLUDED on electrical plan,for their locations refer plan after confirmed kitchencabinetry layout is received.





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:37

:00

PM


19/09/2012 11:37:00 PM

T.Cook

12

Client

WD-CH1227


12

IXL Tastic

Paraflood Light

Sensor

GPO External waterproof

GPO Double

Meter Box

Ceiling Fan/Light

Ceiling Fan

TV Outlet

Phone Point

Smoke Alarm

Exhaust Fan/Light

Exhaust Fan

Fluorescent tube (1200 long)

Fluro with glass cover - 95mm cutout

Wall Light Outlet

12 Volt halogen spotlight - 90mm cutout

Electrical Legend

Powertainment Board

Rooms to be illuminated with fluorescent lightto achieve 40% of total enclosed floor space

Fluorescent Light round

wp

s

Ceiling ScheduleLevel Area

First FloorPlate

252.61 m²

First Floor 13.50 m²

Extras: Electrical Equipment ScheduleType Count

1 : 100

Electrical Ground Floor

DN

DN





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV: 1 : 100

19/0

9/20

12 1

1:37

:00

PM


19/09/2012 11:37:00 PM

T.Cook

13

Client

WD-CH1227


13

1 : 100

Electrical First FLoor

IXL Tastic

Paraflood Light

Sensor

GPO External waterproof

GPO Double

Meter Box

Ceiling Fan/Light

Ceiling Fan

TV Outlet

Phone Point

Smoke Alarm

Exhaust Fan/Light

Exhaust Fan

Fluorescent tube (1200 long)

Fluro with glass cover - 95mm cutout

Wall Light Outlet

12 Volt halogen spotlight - 90mm cutout

Electrical Legend

Powertainment Board

Rooms to be illuminated with fluorescent lightto achieve 40% of total enclosed floor space

Fluorescent Light round

wp

s

Ceiling ScheduleLevel Area

First FloorPlate

252.61 m²

First Floor 13.50 m²

Extras: Electrical Equipment ScheduleType Count





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV:

19/0

9/20

12 1

1:37

:04

PM


19/09/2012 11:37:04 PM

T.Cook

..

Client

WD-CH1227


..





DRAWN: DESIGN TYPE:

DRAWING No:SHEET:

SCALE: REV:

19/0

9/20

12 1

1:37

:08

PM


19/09/2012 11:37:08 PM

T.Cook

...

Client

WD-CH1227


...

3D View 1

3D View 2

bubbler pit detail - masterview 2.0 application...

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