07/2606 - MCU - Detached House [As Published] · 132007.2606

CONSTRUCTION NOTES

PROJECT DESCRIPTION

 

GENERAL ALL WORK TO COMPLY WITH BUILDING CODE OF AUSTRALIA AND ITS MOST CURRENT AMENDMENTS

THIS CONSTRUCTION BEING CLASS +

BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED LEVELS AND
ALL SITE'SERVICES ARE TO BE VERIFIED ARCHITECTURAL DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH ANY ASSOCIATED CONSULTANTS DRAWINGS

SITE VERIFICATION

ACCESS & EGRESS: PROVIDE A CONTINUOUS PATH OF TRAVEL TO AND WITHIN THE BUILDING TO PROVIDE ACCESS TO ALL
REQUIRED FACILITIES. ACCESSWAYS, WALKWAYS, RAMPS AND LANDINGS SHALL HAVE AN
UNOBSTRUCCTED WIDTH OF NOT LESS THAN 900mm AND BE CONSTRUCTED WITH MIN. LIP OR STEP AT
JOINTS BETWEEN ABUTTING SURFACES. ALL GRADIENTS AND CROSSFALLS SHALL NOT EXCEED 1:40
THRESHOLDS: ALL_ THRESHOLDS FOR DiSABLED ACCESS MUST HAVE A MAXIMUM CONSTRUCTION STEP TOLERANCE
OF Smm WHICH IS ACCEPTABLE USING ROUNDED OR BEVELLED EDGES, PROVIDE RECESSED SLIDING
DOOR FRAMES WHERE REQUIRED. - GENERALLY 20mm TO 100MM STEP AS SHOWN ON DRAWINGS
FIRE HAZARD PROPERTIES: ALL MATERIALS AND ASSEMBLIES MUST COMPLY WITH SPECIFICATION C1.10 & C1.10a OF THE BCAFOR
CLASS 1 BUILDINGS.

EXTERNAL LOADBEARING WALLS

Less than 1.5m to Fire source feature : 90/90/90

1.5m to less than 3mm & 3m plus : -/-/-

EXTERNAL LOADBEARING POSTS / COLUMNS

Less than 1.5m to Fire source feature : 90/-/-

1.5m to 3m & 3m plus : -/-/-

INTERNAL LOADBEARING WALLS : To Comply with Specification 1.8 of BCA
INTERNAL LOADBEARING POSTS / COLUMNS : 60/-/-
COMMON WALLS OR FIRE-WALLS : 90/90/90
FLOORS : -/-/-

ROOF : -/-/-

FIRE RATINGS:

SOUND RATINGS; Refer part F5 of BCA & AS 1276.1 for Rw ( Weighted Reduction Index for Airborne Sound )
WALLS : to common areas (including Party walls): Rw 50 (not less than) N/A
SERVICES : ducts for waste or water supply pipes that pass through one or more units to have Rw 40 if adjascent to

habitable room (other than kitchen) or Rw 25 if Kitchen or non-habitable room.

CONTROL JOINTS GENERALLY WHERE FLUSH FINISH IS REQUIRED BETWEEN TWO BUILDING ELEMENTS, PROVIDE A NON-
COMBUSTIBLE V-TYPE CONTROL JOINT PROVIDE CONTROL JOINTS AT MAXIMUM 3 METRE CENTRES TO
EXTERNAL TILED AREAS SUCH AS BALCONIES, ENTRANCES, ETC REFER TO STRUCTURAL ENGINEERS
DRAWINGS FOR CONSTRUCTION JOINTS. 6-9mtr CENTRES FOR EXTERNAL WALLS, OR AS PER
ENGINEERS DESIGN.

WINDOWS WINDOW FRAME AND GLAZING TO BE INSTALLED TO THE CORRECT TERRAIN CATEGORY INCLUDING
LOCAL PRESSURE FACTORS IN ACCORDANCE WITH AS1288

EXTERNAL FIXINGS AND
FITTINGS

TO BE NON-COMBUSTIBLE AND CORROSION-RESISTANT

ACCESS PANELS SOUND RATINGS IF ADJASCENT TO HABITABLE ROOMS OR COMMON AREAS

HANDRAILS HANDRAILING AND BALUSTRADING TO COMPLY WITH PARTS D2.16 AND 02.17 OF BCA

CARPARKS ALL CARPARKS SHALL BE IN ACCORDANCE WITH THE AUSTRALIAN CARPARK STANDARDS AS 2890.1 -
1993 AND LOCAL COUNCIL REQUIREMENTS

SECURITY SELECTED BY OWNER, UPON MANUFACTURERS RECOMMENDATIONS.

AUTO FIRE & SMOKE
DETECTION
& EXTINGUISHERS

SMOKE DETECTORS SYSTEM TO AUSTRALIAN STANDARDS & BCA REQUIREMENTS LOCATED BETWEEN
KITCHEN & BED RMS ASP PER AS 1670.

WEEP HOLES &
DAMP-PROOFING

1000mm CENTRES MAX. FLOOR SLAB TO BE MIN. OF 150mm ABOVE FINISHED GROUND LEVEL
DAMP-PROOF COURSE TO BE PROVIDED UNDER ALL EXTERNAL WALL PLATES WITH A MIN. OF 35mm
STEP DWN.

UNDER SLAB TREATMENT AS 3660-2000 & BCA 3.1.3

WC DOORS TO COMPLY WITH BCA

SARKING UNDER ROOF LINING TO COMPLY WITH AS 4200

ROOF WATER DISCHARGED TO EXISTING STORMWATER SYSTEM as per as 3500.3
FLOOR WASTES TO ALL WET AREAS.

POOL FENCING TO AS 1926

WET AREAS AS 3740

SMOKE DETECTORS AS 3786 - LOCATIONS SHOWN ON PLAN AS.... SD

U/SLAB VAPOUR BARRIER = AS 2904

TERMITE BARRIERS AS 3660.1

GLAZING TO EXT AS 2047

FIRE HYDRANT SYSTEM N/A AS 2419.1 AND TO CONSULTANTS SPECIFICATIONS (REQUIRED IF CLASS 2-9 BUILDING OVER 500M SQ)
FIRE HOSE REEL NIA AS 2441 AND TO CONSULTANTS SPECIFICATIONS (REQUIRED IF CLASS 2-9 BUILDING OVER 500M SQ)

CARPARKING N/A AS 2890.1 - (DISABLED PARK NOT REQUIRED BY BCA, UNLESS COUNCIL OR CLIENT HAVE REQUESTED)

DESIGN ; DRAWN :
ROBERT PATTERSON

LW QBSA Lic. No, 1095554
fax (07) $449 1899

m 0401 394 964

BUILDER :

COPYRIGHT : No reproduction of all or part
of this drawing may be undertaken without the
express written permission of the author
DESIGN to DETAIL

 

GENERAL:

The position of Site Services is schematic only. The drawings
demonstrate the general distribution requirements and NOT the
actual placement. "AS CONSTRUCTED" drawings together with
any approvals, test results, or warranties, shall be prepared by the
nominated subcontractor and lodged with the principal contractor
prior to the final commissioning of the works.

PROPOSED POOL: N/A
The proposed location and shape of the pool is suggested only. Pool
details are to be submitted under a separate application by others.

WATER SERVICE: from water-tank via. electric pump to manufac. spec.
20mm Class PD UPVC trenched 300mm min into ground and 600mm
min clear of external footings.

CHANNEL & GRATE:
install "Everhard" 135 x 150 black “Everdrain" 1-100 min.
crossfall, to terminate at silt trap.

STORMWATER:

Stormwater drainage is to comply with AS/NZS 3500.3.2 and 3.1.2 of
the B.C.A. Generally stormwater run-off is to be disposed of on site.
The position of any pipework shown is diagrammatic only, exact
locations including discharge points should be approved by the
appropriate authority prior to commencement. Prior to back filling,
photographic records of pipework shall be taken by the builder.

Rainwater Tanks : 1 OF 5,000L installed to manufac. spec.

SANITARY DRAINAGE:

Sanitary drainage plans shali be prepared by the Plumber & a copy
provided to the owner, the designer & the local government
authority. All drainage work shall be in accordance with the Council
approved plans and adhere to Queensland Development Code.

Palm® 0.4 mS 2 mH 7 m——

Q
Screw In@s

CANAL

107deg 30' 20.000 m

concrete _
revetment wall

Screw In @ = Oo

onc.

“5 4 Ss
ro} “ N

HATCHED AREA INDICATES
LOCATION OF SECOND STOREY ABOVE

FIGURED DIMENSIONS TO TAKE PRECEDENCE OVER
SCALED MEASUREMENTS, VERIFY ALL ON SITE
DIMENSIONS AND LEVELS PRIOR TO THE
COMMENCEMENT OF ANY CONSTRUCTION.
CONTRACTOR TO NOTIFY DESIGNER IMMEDIATELY
OF ANY DISCREPENCIES.

oo ede
Ll IN.

| ARK PROJECTS

- . CLIENT

SUSTAINABILTY :

WATER-SAVING DEVICES: Group 7 : 70kL per year req'd.

In accordance with PART 25 of Queensland Development Code
Semi-Submersed Polythylene Potable Rainwater Tanks complying
with AS 4766 and AS 1170.

Including backflow prevention device & low voltage energy rated
pump. Mosquito nets or flap valves at ail openings. Overflow to be
deposited into stormwater system via. overland flow.

In aqecordance with Part 29 of QDC & Water Act 2000, water saving
Shower Roses must be used as a minumum. Use water and energy
saving devices through-out.

Toilet Cisterns to have Dual Flush Capabilty not exceeding 6L on full
flush & 3 L on Half Flush.

PROPOSED NEW RESIDENCE ON LOT NO 344 (NO.16)
SEAHORSE PLACE, NOOSA WATERS, QLD, AUSTRALIA.
RP:

PARISH OF NOOSA

COUNTY OF MARCH

LOCAL AUTHORITY : NOOSA COUNCIL

TOTAL ALLOTMENT AREA : 709.5m SQ

Energy Efficient Lighting : 40 % of floor area to be fluorescent
lighting or Compact Fluoro Lights (CFL)

Hot Water System : 5 Star Rated Gas Instant System. Two Bottle
Supply.

insulation :

Roof & External Wall Framing to contain Batts to be of best Quality
Energy Rated Natural Product available.

Sarking to be of top quality, self insulated type.

Shading devices to exposed windows or tinted film applied to reduce
heat soak into house

Extra Notes :

Use High Quality, locally made products that will last.

install natural products rather than manufactured products.
Recycle all waste possible.

Install at least 1 compost bin.

Have seperation bins in kitchen for recycling.

Avoid chemical leaching from pest treatments e.t.c into earth or
water systems.

Only Use airconditioning & heating systems when absolutely
necessary.

Install quality blinds & use them to run your home effieciently.

 

FFL OF HOUSE 2.60 AHD
(minimum floor height)

 

 

 

Existing Brick & Tile ss
House Well Away cable T.V box

rp
——- WATER-FEATURE —— WATER-FEATURE /

Telstra

   
   
 

 

[email protected] mS 2 mH 7m ~ Existing timber paling fence /

/-——— Sewer manhole
/ TBM Nail (in kerb)
A.H.D RL 1.867m
ge (Derived from PSM

oi #107383 RL 1.935m)

— roof water outlet

~-——— u/ground power
approx. house
sewer connection

      
  
  

 

3:

  
 
 

17deg. 30'

 

SEAHORSE
PLACE

[email protected] mS 2mHBm

 

[email protected] mS 2 mH Bm

 

 

roof water outlet

 

 

       

S 17deg. 30’ 35.479m &
oO oO

Existing Rendered Approx. sewer line

Brick & GI House W/A

SITE PLAN

em
0

“— water meter

——-~ BIN & GAS STORE

 

5m

LOT 344 (No.16) SEAHORSE PL, NOOSA WATERS |
A Preliminary Approval-R

ISSUE DESCRIPTION

   

07
DWG NO. 7028

JOB DESCRIPTION