CONTRACTOR MUST VERIFY ALL DIMENSIONS AND LEVELS AT THE JOB PRIOR TO COMMENCING ANY 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: 19/09/2012 11:36:46 PM Lot 28 Ian Reddacliff Drive Mackay 19/09/2012 11:36:46 PM T.Cook 01 Client WD-C H1227 Mark & Melanie Parrott 01 (e) The sub-floor ventilation openings in internal and external walls must be in accordance 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 ventilation must 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, in addition 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 with AS 1684 Parts 2, 3 or 4.Termite Protection Termite Protection to comply with BCA Vol.2. Part 3.1.3. and AS3660.1 and manufactures specification. The builder / application is to declare the termite system before commencing work on site. 3.1.3.0 Acceptable construction manual Performance 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 attack to 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 the specified 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 for replenishment 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 with treated material; and (ii) covered by a 50 mm thick concrete cover strip not less than 300 mm wide measured from the external wall of the building; and At 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 Registration Authority label; and (iv) the installer’s or manufacturer’s recommendations for the scope and frequency of future inspections for termite activity. The exposed edge of the slab should be kept clean. Debris such as leaves should be removed to 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 the termite barrier. The following points should be observed. a. Sub-floor ventilation - In suspended floor areas it is important that termite activity is not encouraged by inadequate subfloor ventilation. In conjunction with physical or chemical barriers air flow is critical. Air flow will not only restrict the growth of fungus which attacks subfloor members (which makes them more susceptible to termite attack), but also creates a climatic atmosphere less conducive to termite activity. b. Subfloor access - Termite shielding installed below suspended floors relies on access for both inspection and maintenance to be effective. Accordingly, minimum clearance heights will need to be achieved between the building structure (including ducts) and the ground to allow easy access to all areas where termite shields are used. Perimeter access doors will also be needed where access is required for inspection and maintenance. "PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES". The builder and owner shall :- 1. Negotiate an option for termite control within the code. ( The builder shall make available to the owner information written for the 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 signed by 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 SPRAY The Home owner and subsequent owners shall be responsible for arranging inspections by a trained person at maximum 12 month intervals.Should the current owner wish to sell the property it shall be his or her reasonability to provide the new owner with a copy of the signed termite protection option adopted for the building. Stair construction Stairs 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 throughout each stair flight except that the going of winders in lieu of a quarter or half landing may vary from the going of the straight treads within the same flight provided that the going of all such winders is constant. (c) Treads must be of solid construction (not mesh or other perforated material) if the stairway 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 or 6 winders in lieu of each half landing. Sewerage 1. Sewerage plan to be in accordance with Council prepared plan. When relevant Sewerage shall be connected to owner supplied D.S.T.P. within 10m of house with suitable fall. Owner to provide location on separate application. It is the owners' responsibility to ensure earth banks formed by The building platform/pad/bench are retained to comply with the relevant requirements SANITARY PLUMBING SYSTEMS The design, construction, installation, replacement, repair, alteration and maintenance of a sanitary plumbing system must be in accordance with AS/NZS 3500.2. Stormwater a) Stormwater to be discharged to Council approved discharge point b) position of stormwater lines as per Council requirements. Max roof area stormwater discharge per specified downpipe 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 pipe Water Supply Plans must Comply with QDC - 4.2, - Water savings targets. Contours and Levels a) Contours and levels shown on plan are taken from levels supplied by contour surveyor and no responsibility is taken for accuracy of cut levels. Retaining Walls a) All retaining walls are to comply with BCA & Council policy on retaining walls and embankments on residential building sites. b) Position of retaining wall may vary and must be verified by builder prior to commencement. c) Engineers documentation to take precedence over plans Site Setout a) All boundary clearances shown are to be verified by builder at setout and prior to any construction commencing. b) Any variation to setout dimensions must remain within council requirements. Site works Excavation and filling of site to be in accordance with BCA Part 3.1 and 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 surfaces that 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 the building 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 a minimum allowable bearing capacity of 100kpa Footings & Slabs: Generally to be in accordance with AS 2870 and/or Engineers details Sub-floor ventilation: The sub-floor space between a suspended floor of a building and the ground must be in accordance 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 must be provided in both leaves of the masonry, with inner-leaf openings being aligned with outer leaf 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 external openings; and (ii) which are evenly distributed throughout such internal walls. (d) The clearance between the ground surface and the underside of the floor, must be in 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 the nosings. (h) Landings must— (i) be not less than 750 mm long and where this involves a change in direction, the length is measured 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 a change in floor level or floor to ground level greater than 3 risers or 570 mm Balustrades 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 a ramp. (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 is provided 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 changes from 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 be constructed so that they do not permit a 125 mm sphere to pass through it and for stairs, the opening is measured 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 take loading forces in accordance with AS/NZS 1170.1. Fire Safety Generally to be in accordance with BCA 3.7. Heating appliances generally to be in accordance with BCA 3.7.3 & AS2918 Swimming Pools Generally swimming pools and safety fences to be constructed in accordance with BCA 3.9.3. and AS1926.1. Requirements for Sustainable Buildings for new Class 1 building and a sole-occupancy unit of a new Class 2 building, and renovated bathrooms in an existing Class 1 and a sole-occupancy unit of an existing Class 2 building. Acceptable Solutions: Shower Roses: (to reticulated mains water supply areas only) This applies to new Class 1 buildings and sole-occupancy units of new Class 2 buildings, or where the bathroom of these building classifications 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 of water from any outlet within the property boundaries of a new Class 1 building must not exceed 500kPa. Compliance can be achieved through the installation of a water pressure limiting device in line with the water meter. Where it is known that the pressure level of the water supply does not exceed 500kPa, 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. A toilet must have a dual flush capacity 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 include incandescent or halogen lights. Compliance is achieved when energy efficient lighting is used for at least 40 percent of the total floor area of the building or sole occupancy unit. (Floor area means the area of a room measured within the finished surfaces of the walls, and includes the area occupied 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 not deemed to be efficient lighting, then that part of the house is not considered to have efficient lighting, and therefore 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 must be eligible to receive at least 14 Renewable Energy Certificates. Requirements for smoke alarms Smoke 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 the building. On or near the ceiling in any storey containing bedrooms, between each part of the dwelling containing bedrooms and the remainder of the dwelling Where bedrooms are served by a hallway, in that hallway, and any other storey not containing bedrooms.
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Bubbler Pit Detail - MasterView 2.0 Application Masterplanning.mackay.qld.gov.au/MasterView/Cache/002EDF5C.001.pdffrom the going of the straight treads within the same flight provided
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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
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: 1 : 20
19/0
9/20
12 1
1:36
:48
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:36:48 PM
T.Cook
02
Client
WD-CH1227
Mark & Melanie Parrott
02
Alternative 1 Alternative 2
Disturbed Area
Undisturbed Area
Elevation SEDIMENT FENCE
TEMPORARY CONSTRUCTION ENTRY/ENTRY SEDIMENT TRAP
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: 1 : 20
19/0
9/20
12 1
1:36
:51
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:36:51 PM
T.Cook
03
Client
WD-CH1227
Mark & Melanie Parrott
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
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: 1 : 200
19/0
9/20
12 1
1:36
:52
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:36:52 PM
T.Cook
04
Client
WD-CH1227
Mark & Melanie Parrott
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
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.
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: 1 : 100
19/0
9/20
12 1
1:36
:59
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:36:59 PM
T.Cook
11
Client
WD-CH1227
Mark & Melanie Parrott
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.
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: 1 : 100
19/0
9/20
12 1
1:37
:00
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:37:00 PM
T.Cook
12
Client
WD-CH1227
Mark & Melanie Parrott
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
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: 1 : 100
19/0
9/20
12 1
1:37
:00
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:37:00 PM
T.Cook
13
Client
WD-CH1227
Mark & Melanie Parrott
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
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
1:37
:04
PM
Lot 28 Ian Reddacliff DriveMackay
19/09/2012 11:37:04 PM
T.Cook
..
Client
WD-CH1227
Mark & Melanie Parrott
..
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.