r & r mchugh db-u 13032 1. ras 3740 - waterproofing of domestic wet areas as 3959 - construction...
TRANSCRIPT
LOT 5 LEVETTES ROAD HEATHMERE DRAWN R.G.MCHUGH SCALE 1:100 PAGE 1 RR&
R & R MCHUGHMASTER BUILDERS MBAV 47707DB-U 13032
CLIENT : JOHN MCHUGH
V22/2/19
1.
G E N E R A L N O T E S
THE OWNER, BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS,SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING ANY MATERIALS ANDSHALL BE RESPONSIBLE FOR ENSURING ALL BUILDING WORKS CONFORM TO THE BUILDINGCODE OF AUSTRALIA. AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWSAND TOWN PLANNING REQUIREMENTS.ALL WORKS SHALL COMPLY TO BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS:AS 1288 - GLASS IN BUILDING - SELECTION AND INSTALLATIONAS 1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTIONAS 1860 - PARTICLE BOARD FLOORING SPECIFICATIONS AND INSTALLATIONAS 2047 - WINDOWS AND EXTERNAL GLAZED DOORS IN BUILDINGSAS 2049 - ROOF TILESAS 2050 - INSTALLATION OF ROOF TILESAS 2870 - RESIDENTIAL SLABS AND FOOTINGSAS 2904 - DAMP-PROOF COURSES AND FLASHINGSAS 3500 - PLUMBING AND DRAINAGEAS 3600 - CONCRETE STRUCTURESAS 3660 - TERMITE MANAGEMENTAS 3700 - MASONRY STRUCTURESAS 3740 - WATERPROOFING OF DOMESTIC WET AREASAS 3959 - CONSTRUCTION IN BUSHFIRE-PRONE AREASAS 3786 - SMOKE ALARMS USING SCATTERED LIGHT, TRANSMITTED LIGHT OR IONIZATIONAS 4055 - WIND LOADS FOR HOUSINGAS 4100 - STEEL STRUCTURESTHESE PLANS SHALL BE READ IN CONJUCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERINGCOMPUTATIONS AND DRAWINGS.WHERE REQUIRED TREAT AREA BENEATH FLOOR AGAINST TERMITE INFESTATION INACCORDANCE WITH THE RELEVANT STANDARD.GRADE A SAFETY GLASS TO BE USED IN THE FOLLOWING CASES:(1) ALL ROOMS - WITHIN 300MM VERTICLE OF THE FLOOR(2) BATHROOMS - WITHIN 2M OF THE FLOOR(3) LAUNDRY - WITHIN 1200MM VERTICLE OF THE FLOOR/ OR WITHIN 300 HORIZONTAL FROM ALL DOORS(4) DOORWAYS - WITHIN 300MM HORIZONTAL FROM ALL DOORS.SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS.SEWER OR SEPTIC SYSTEMS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS.ALL WET AREAS TO COMPLY WITH AS 3740, WALL FINISHES SHALL BE IMPERVIOUSTO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 300MM ABOVEBATHS , BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF A WALL.TO ALL MASONRY WALLS PROVIDE FULL HEIGHT VERTICLE JOINTS AND/ OR OPENINGS FROMFOOTINGS TO EAVES AT NO GREATER THAN 6M INTERVALS OR AS PER ENGINEERING RECOMMENDATIONS.SUBFLOOR VENTS ARE TO PROVIDE A RATE OF 7500MM SQ CLEAR VENTILATION PER 1000MMRUN OF EXTERNAL WALL AND 2200MM SQ CLEAR VENTILATION OF RUN OF INTERNAL DWARFWALLS LOCATED BELOW BEARERS.PROVIDE CLEARANCE TO UNDERSIDE OF BEARERS TO FINISHED GROUND LEVEL OF 150MMOF FLOOR WITH STRIP FLOORING OR 200MM WITH PARTICLE BOARD FLOORING AND 400MM IN A TERMITE PRONE DECLARED AREA.THESE PLANS ARE TO BE READ WITH ENERGY RATINGS AND REPORTS.STAIR REQUIREMENTS (OTHER THAN SPIRAL STAIRS):- RISERS 190MM MAXIMUM, 115MM MINIMUM- GOING 335MM MAXIMUM, 240MM MINIMUM (PRIVATE STAIRS) AND 250MM (PUBLIC STAIRS)RISES AND TREADS SHALL BE CONSISTENT IN SIZE THROUGHOUT FLIGHT, PROVIDE NONSLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSINGS, ENSURE MAXIMUM GAPBETWEEN RISES DOES NOT EXCEED 125MMOR USE CLOSED RISES.PROVIDE CONTINUOUS HANDRAIL 1000MM MINIMUM HEIGHT TO BALCONIES OR DECKSWHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL.855MM MINIMUM HEIGHT HANDRAIL ABOVE STAIR NOSINGS AND LANDINGS.MAXIMUM OPENINGS BETWEEN BALUSTERS TO NOT EXCEED 125MM BALUSTRADING TOHIGH DECKS.WHERE A DECK EXCEEDS 4.0M ABOVE GROUND LEVEL, THE BALUSTRADE MUST BE NON-CLIMBABLE BETWEEN THE HEIGHTS OF 150MM AND 760MM. FOR WIRE BALUSTRADE SEE BCA VOLUME 2 REQUIREMENTS.STUMPS EXCEEDING 1200MM IN HEIGHT SHALL BE BRACED STUMPS.100MM SQ: UP TO 1400MM LONG (2 NO H.D WIRE)100MM SQ: 1400MM TO 1800MM (2 NO. H.D WIRES)125MM SQ: 1800MM TO 3000MM (2 NO. H.D WIRES)THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFALL NEW AND EXISTING STRUCTURES DURING ALL WORKS.THE BUILDER SHALL ENSURE FOR GENERAL WATER TIGHTNESS OF ALL NEW WORKSWHERE BUILDING IS IN A DESIGNATED BUSHFIRE PRONE AREA. COMPLIANCEWITH AS 3959 IS REQUIRED TO A LEVEL OF ATTACK AS DETERMINED BY THE RELEVANTBUILDING SURVEYOR.WC DOORS WHERE THE PAN IS LOCATED WITHIN 1200MM OF THE DOOR JAMB TO BE LIFT OFF HINGES, OTHERWISE THE DOOR MUST BE SWINGING OUTWARDS.TERMITE CERTIFICATE (WHERE REQUIRED) TO BE INSTALLED INSIDE THE METER BOXPRIOR TO OCCUPANCY PERMIT ISSUE.
S.A - SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS 3786 NEW DWELLINGS, AND ADDITIONS WITH SLEEPING ACCOMODATION TO BE HARD WIRED WITH BATTERY BACk up.t
EXHAUST FAN TO BE DUCTED TO OUTSIDE AIr
IC4 RATED DOWN LIGHTs
DOUBLE GLAZED
CLIENT J O H N M C H U G H
TITLE S O L A R H O U S E
D/G
FRAMING NOTES
WALL PLATES 90 X 45 PINE STUDS 90 X 45 PINE @ 450 CRSNOGGINGS 90 X 35 PINE @ 1350 MAX CRSFLOOR JOISTS 90 X 45 PINE @ 450 CRSEND PLATE ON JOISTS 90 X 45 PINERAFTERS 190 X 45 PINE @ 900 CRSSTEEL STRAP BRACING AND TENSION TO ROOF AND WALLS WHERE POSSIBLE
NOTE * USE 90MM FRAMING NAILS
AREASLAND 12 790 M2 1.21 HaHOUSE UNDER ROOF 226 M2FLOOR SPACE 123 M2SHED 36 M2PAVED SURFACE INC. DRIVEWAY 250M2
TOTAL COVERAGE 4%
D E S I G N D R A W I N G S
L O T 5 L E V T T E S R O A D H E A T H M E R E
Comment/Item
R1.4Timber floors
TIM-006-01 W Timber BDG Argon Fill Clear-Clear
Uw = 2.6SHGCw = 0.53
To be fitted to all hinged external doors (refer to general notes and BCA 2016: Volume 2: part 3.12.3 Building sealing, for strategies that may be employed)
To be sealed (refer to general notes and BCA2016: Volume 2: part 3.12.3 Building sealing,for strategies that may be employed)
as per p[lans provided
IC4 RatedDown lights
All other inclusions
Seals and weather strips to allexternal doors
Exhaust fans including the kitchenrange hood
All glazedsliding doors
TIM-005-01 W Timber ADG Argon Fill Clear-Clear
Uw = 2.6SHGCw = 0.5
Entry glazeddoor
Roof colour zinc
Steel roof R3.5 plus reflective foil
Internal plasterboard on stud walls No added insulation required
Weatherboard walls R2.0 wall batts
Brick veneer walls R2.0 wall batts
Floors, walls, ceilings and roof
Typical systemWindow systemLocationWindows
Draught sealing/air leakage
Material
S O U T H W E S T E L E V A T I O N
2750
450
350
FEATURE PLANTER WITHRECESSED GLASS BRICK LIGHTS
600
W 3
400820800800800
450450150035002170
1600
600
2100
SELECTED FACE BRICKWORK
WEATHERTEX RAM BOARDABOVE WINDOW SILLS
N O R T H E L E V A T I O N
CORRUGATED COLOURBOND ROOFINGSISILATION AND R 3.5 INSULATION
DOUBLE GLAZED SAFETY GLASSIN HARDWOOD TIMBER FRAMES
GROUND
ROOF LINECEILING LEVEL
FLOOR LEVEL
S O U T H E A S T E L E V A T I O N
W I N D O W / D O O R S C H E D U L E
600
2250
CONC. BLOCK BASE &WINDOW SILLS
M E A L SL I V I N G R O O M
B E D 1.
R O B
EB E D
3.
T E R R A C E
p l a n t e r
step
W.1 3500X600
W.4 900 X600
W.2 3500X600
FRIDGE
FRIDGE
L A U
N D
R Y
C A R P O R T
G A R A G E
fire
14 540
M
3 520
M
240
240
240
2550
90
90
3 900M
3 670M
14 540M
6 000M
3 000M
2 400 M
240
240
240
240 1480
1 500
90
90
4 500M
3 520M
1200
1200
14 540M
3 600 M
240
90
140
1 200
1350
6 000M
140
240
3 600M
G/D 4000X2400
D.1820X2040 W.3 600X1400
W7
1500
X600
W8
1500
X600 W
9 15
00 X60
0
W6
2170
X600
W.5 600 X600 CORNER
B A T H.
W11 3500 X600
W10
400X2100
D.2
820X
2040
D.3820X2040
D.41640X2040
D.5820X2040
F.1
F.3
F.5 F.6 F.7 F.8 F.9 F.10 F.11 F.12 F.13
F.14
F.4
F.2
N
D.W
BIN
DRS
DRS
DRS
DRS
D 5D 4 D 3 D 1 - D 2FRAME
F 1 - F14
F
W 10
I N S U L A T I O N N O T E S
W 6 W 4 W 7 - W 8 - W 9W 1 - W 2 - W 11
F
600
1400
FF
F F
S I T E P L A N 1 : 2 5 0 L O T 5 L E V E T T E S R O A D H E A T H M E R E
L E V E T T S
N
LOT 5 LEVETTES ROAD HEATHMERE DRAWN R.G.MCHUGH SCALE 1:100 PAGE 1 : A1 RR&R & R MCHUGHMASTER BUILDERS MBAV 47707DB-U 13032
JOHN MCHUGH V20/11/18
2.
CLIENT JOHN MCHUGH
TITLE SOLAR HOUSE
FIR
E
R
O A D
162.29 M
35.0 M
114.
0 M
155.
0 M
136.0 M
lot 5.12 790 m21.21 Ha
FIRE
30 . 0 0 M
40,000 ltrWATERTANK
60 . 0 0 M
37 . 0 0 M
PR
OP
OS
ED
DR
IV
EW
AY
27 . 0 0 M