09/0152 - MCU - Mulitple Housing Type 1 - Relative or Employee [As Published] · 132009.152

GENERAL NOTES

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL
OTHER PROJECT DRAWINGS, SPECIFICATIONS AND WITH SUCH
OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE
COURSE OF THE WORK. ALL DISCREPANCIES SHALL BE
REFERRED FOR DECISION BEFORE PROCEEDING WITH THE WORK.

ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK
SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
AND/OR FABRICATION IS COMMENCED. DRAWINGS SHALL NOT BE
SCALED UNLESS SPECIFICALLY NOTED OTHERWISE.

DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING EXCAVATIONS IN A STABLE CONDITION.

SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE WORK PLACE, HEALTH AND SAFETY ACT
AS ADMINISTERED BY THE DIVISION OF ACCIDENT PREVENTION.

 

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G2

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G6

G7 THE APPROVAL FOR THE USE OF ALTERNATIVES SHALL BE SOUGHT

BEFORE THE WORK COMMENCES.

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
ALL REDUCED LEVELS ARE EXPRESSED IN METRES AND ARE TO
ASSUMED DATUM UNLESS NOTED OTHERWISE

G8

THESE DRAWINGS CONTAIN INFORMATION FOR OBTAINING A BUILDING
PERMIT, THEY ARE NOT DETAILED SUFFICIENTLY FOR A SPECIFICATION

ROOFWATER DRAINAGE

RAINFALL INTENSITY

OF 250mm/hr WITH ARI OF 20 YEARS (BRISBANE)

AS PER PART 3.5.2 OF THE B.C.A., THE ROOF AREA PER
DOWNPIPE IS CALCULATED USING THE STRAMIT QLD. QUAD
EAVES GUTTER WITH A EFFECTIVE CROSS-SECTIONAL AREA OF
8100 SQ.MM. ACHIEVING A MAXIMUM ACTUAL ROOF AREA PER
DOWNPIPE OF 50 SQ.M. WHICH GIVES A MAX. PLAN DIMENSION
OF 49.8 SQ.M AT 5°, 49.2 SQ.M AT 10°, 48.3 SQ.M. AT 15°,

47.0 SQ.M AT 20°, 45.3 SQ.M. AT 25° & USING 100x75mm
DOWNPIPES.

 

AS PER PART 3.1.2 OF THE B.C.A. IN ACCORDANCE WITH
AS/NZS 3500,3.2, UPVC STORMWATER PIPELINES HAVING A
SMOOTH (NON-PROFILED} INTERNAL BORE WITH A FALL OF
1:100 MIN. & A NOMINAL DIAMETER OF 100MM ACHIEVES A
HYDRAULIC CAPACITY OF 8L/s, GIVING A MAX. ACTUAL ROOF
AREA OF 114.7 SQ.M. OR A MAX. PLAN DIMENSION OF 110.2
$Q.M AT 5°, 105.2 SQ.M AT 10°, 101.0 SQ.M. AT 15°, 97.2 SQ.M
AT 20°, 93.2 SQ.M. AT 25° PER STORMWATER PIPE.

FOR A BINDING CONTRACT WITH A BUILDER. AN ADDITIONAL SPECIFICATION
SHOULD BE WRITTEN TO INCLUDE PAINTING, ELECTRICAL & PLUMBING FITTINGS,

AND SECOND FIXINGS (KITCHENS, ROBES, CUPBOARDS ETC).

WINDOWS & DOORS INCLUDING FRAMES, GLAZING & FIXINGS ARE TO
ROMPLY WITH AS 1288 - 1994 (GLAZING & IMPACT) AND AS 2047
1999 (CONSTRUCTION) AND BE CERTIFIED BY MANUFACTURER
CLUDING FIXING DETAILS), REFER TO DTCM/412/1-2 FOR DESIGN
PRESSURE CRITERIA. BUILDER TO CHECK THAT FRAME SIZES SUITE
CONSTRUCTED OPENINGS (ESP. BLOCKWORK),
WINDOWS LESS THAN 1500mm FROM BASE OF BATH OR SHOWER]
SUBSTRATE ARE REQUIRED TO BE SAFETY GLASS AS PER AS 1288.

SLIDING GLASS DOOR TO HAVE SAFETY MOTIFS AT MID HEIGHT.
SAFETY GLASS {S REQUIRED WHERE GLASS PANELS EXCEED 0.5 SQM.
SMOKE ALARMS (COMPLYING WITH AS 3786) ARE TO BE INSTALLED

 

WHERE SHOWN ON PLAN IN ACCORDANCE WITH BCA 3.7.2. PHOTO ELECTRIC

OR IONISATION TYPES ARE TO BE FITTED IN OR UNDER CEILING (WITH

Ensure ground above structure
slopes away to spoon drain so

as to divert water run off away
from under house.

Unprotected embankments must

be within the paremeters described
in Tabte 3.1.1.1 of B.C.A. and if left
exposed at the end of construction
works, must be stabilised by
vegetation or similar works to

  

NO DEAD AIR SPACES) AND IN HALLWAY BETWEEN BEDROOMS AND OTHER

HABITABLE AREAS AS REQUIRED.

SANITORY COMPARTMENTS (TOILETS) TO HAVE REMOVABLE DOOR AS PER

BCA 3.8.3.3(C) IF DISTANCE FROM PAN TO NEAREST PART OF DOOR IS
LESS THAN 1200mm, ALTERNATIVES INCLUDE SLIDING DOOR OR OPENING
OUTWARDS.

PROPRIETORY ITEMS AND NON STRUCTURAL MATERIALS WITH UNSPECIFIED
FIXING SHALL BE CONSTRUCTED AS PER MANUFACTURERS SPECIFICATION

FOR THE RELEVANT REGION

NOTES

The design of timber stairs, ramps and batustrades
@::;' be in accordance with the Building Code of Australia

 

ART 3.9.1 and PART 3.9.2 and must be designed to take
oading forces in accordance with AS 1170.1 0r AS/NZS 1170.1
Goings and rises must be constant throughout
Rises must not have any openings that would allow 2 125mm
sphere to pass through between fhe treads.

Going (G), riser( R) and quantity (2R+G) must be in accordance
with BCA Figure 3.9.1.2.STAIR RISER AND GOING DIMENSIONS.
Provide a handrail and balustrade along every side of any
stairway or ramp and any corridor, hallway, external access
balcony, bridge, patio, mezzanine floor or the like, wherever
the side is not bounded by a wall and is more than 915mm
high (or 5 rises in the case of a stairway) above the finished
surface of the adjoining floor or ground.

 

 

Provide at least one handrail to other stairs.
Fix handrails and balustrades at a vertical height of between
865mm and 1000mm above the nosings of stair treads, or

the floor surface. .
Every handrail to stairs shalt be continuous between stair

fli nt landings and shall have no gap in the rail wider than
150mm and chall be so constructed that there will be no
obstructions that will tend to break a handhold.

Balustrades must not have any openings that would allow a
125mm. sphere to pass through between the balusters, or
between the bottom rail and fhe floor.

The top rail will be min. 1000mm. above the surface beneath.
For floors more than & m. above the surface beneath any
horizontal elements within the balustrade or other barrier
between 150mm. and 760mm. above the floor must not fa

climbing.

  

 

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SITE PREPARATIONS, EARTHWORKS AND FOUNDATIONS NOTES.

EARTHWORKS SHALL BE ACCORDANCE WITH AS 3798 AND AS FOLLOWS
REFER GEOTECHNICAL REPORT AS NOTED ON DRAWINGS

ALL VEGETATION AND TOPSOIL SHALL BE REMOVED TO STOCKPILE.

THE CONTRACTOR SHALL CHECK ALL EXCAVATIONS FOR ORGANIC
MATERIAL AND RUBBISH. IF ANY OF THIS MATERIAL IS FOUND, IT
SHALL BE REMOVED FROM THE WORKS TO A PLACE DESIGNATED BY
THE OWNER OR BUILDER.

WHERE INDICATED IN THE SPECIFICATION OR ON THE DRAWINGS,
EXCAVATED MATERIAL ADEQUATE FOR FILLING SHALL BE STOCKPILED
FOR REAUSE. .

UNLESS NOTED OTHERWISE IN SPECIFICATION, FOOTING AND SLABS
SHALL BE FOUNDED ON COMPACTED MATERIAL OR CONTROLLED FILL
AS PER GEOTECHNICAL REPORT

OF 100 kPa. BEFORE ANY CONCRETE IS PLACED THE SAFE
CAPACITY OF THE GROUND SHALL BE VERIFIED,

PRIOR TO CARRYING OUT EARTHWORKS OPERATIONS, THE CONTRACTOR
SHALL LOCATE ALL SERVICES & ADVISE THE SUPERINTENDENT

OF ANY CONFLICTS.

LEVELS SHOWN ARE TO BE CONFIRMED ON SITE PRIOR TO
COMMENCING WORK

PRESSURE

TERMITE TREAT UNDER SLAB IN ACCORDANCE WITH THE RELEVANT
REQUIREMENTS - AS PER A.S. 3660 Pt.1.

ANY ACTIVE NEST CONTAINING ECONOMICALLY SIGNIFICANT TERMITES WITHIN
THE PROPERTY BOUNDARIES UP TO A DISTANCE OF 50m FROM

THE PROPOSED BUILDING SHALL BE ELIMINATED PRIOR TO CONSTRUCTION

ALL TIMBER CUT-OFFS, BUILDING DEBRIS, REMOVABLE FORMWORK AND OTHER

MATERIALS CONTAINING CELLULOSE {EG. CARDBOARD, PAPER) SHALL BE
REMOVED FROM THE SITE

THE LIMITATIONS OF EXCAVATIONS NEAR FOOTINGS SHALL BE AS FOLLOWS:

LINE OF INFLUENCE.
FOOTING EXCAVATION.

 

    

 

 

 

 

XS
LW % BACKFILLED TRENCH
NSRRSK yy OR OTHER EXCAVATION.
x KRER_ __E]ELR Se
; 0 X = 10 IN ROCK
X=S INFILL

ALL FREE DRAINING GRANULAR FILL MATERIAL BEHIND RETAINING
WALLS'SHALL BE OF STRONG DURABLE PARTICLES CONFORMING
TO THE,FOLLOWING GRADINGS.

 

 

AS. SIEVE SIZE % PASSING
b6.5mm 100
pone 45 - 100
2.36mm 20 - 75
75 microns 0-15
=

 

 

 

 

DRAINAGE: FOR ALL FORMS OF TERMITE PROTECTION THE SUB FLOOR
AREA BELOW A SUSPENDED FLOOR SHALL BE GRADED & DRAINED TO
PREVENT THE PONDING OF WATER UNDER BUILDINGS. ALL PAVING &
OTHER GROUND SURFACES ABUTTING EXTERNAL WALLS SHALL GRADE
AWAY FROM THE BUILDING. :

CONCRETE NOTES

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ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE
WITH AS3600 - 1994.
DAMPPROOF MEMBRANE 70 BE 200um THK. POLYETHYLENE FILM.
LAP JOINTS 200mm. SEAL LAP PENETRATIONS & PUNCTURES
WITH DOUBLE SIDED BUTYL ADHESIVE TAPE.
MAINTAIN MINIMUM COVER TO REINFORCEMENT AROUND PENETRATIONS
OF THE SLAB.

TIMBER NOTES

 

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T4
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ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE
WITH AS 1720 - 1988.

ALL CONSTRUCTION OF TIMBER FRAMING SHALL BE IN ACCORDANCE
WITH AS 1684.2 - 1999

TIMBER SIZES ARE MINIMAL SIZES FOR UNDRESSED HARDWCOD AND
FINISHED SIZE FOR DRESSED TIMBERS.
ALL MEMBERS UNDRESSED UNLESS NOTED OTHERWISE.

ALL BOLTS, NUTS, WASHERS AND PLATES TO BE HOT DIP GALVANISED.

PROVIDE BOLTS WITH PLATE WASHERS (HOT DIP GALVANISED) UNDER
HEAD AND NUT RESPECTIVELY. WASHER SIZES TO BE IN
ACCORDANCE WITH AS 1720

STORE MATERIALS AT LEAST 150mm CLEAR OF THE GROUND, EVENLY
SUPPORTED. WELL VENTILATED AND PROTECTED FROM SUN AND

PROVIDE TIMBERS WITH DURABILITY CLASS AND PRESERVATIVE
TREATMENT SUITED TO INTENDED APPLICATION AS RECOMMENDED
BY AS 1684.2 - 1999

TERMITE RISK MANAGEMENT

Termite controtto be in accordance with AS 3660.1

& BCA 3.1.3

Monolithic concrete stab laid in accordance with

AS 2870.1 with 75mm exposed vertical concrete

edge for visual termite control.

All penetrations and construction joints to be fitted

with Termimesh or other approved physical barriers
installed or applied by licenced applicator to manufacturers
specification,

Any untreated timber posts, stairs and the like shall be set
75mm minimum clear of ground for visual inspection.

Any active nest containing economically significant termites
within the property boundaries up to a distance of 50m
from the proposed building shall be eliminated prior to
construction. All timber offcuts, building debris and other
materials such as cardboard and paper containing cellulose
shall be removed from the site.

Two approved notices shall be affixed to the dwelling as
required advising owners of the method of termite risk
Management used, and their ongoing responsibility for the
maintainance of the systems.

 

 

STRUCTURAL STEELWORK NOTES

 

 

 

 
 

$1 All workmanship and materials shall be in accordance
with AS4100-1990

$2 Unless otherwise specified, all steelwork not hot dip
Galvanised shall be shop painted with one coat of zinc
phosphate primer.

$3 Except where otherwise shown, welds to be 6mm.
continuous fillet. E4 1XX electrode.

S4 Unless otherwise shown, all bolfs, nuts and washers
shall be galvanised in accordance with AS1214

SS Site welds to be painted with zinc rich paint.

$6 Dissimilar metats shall be separated so as to prevent
Galvanic corrosion.

$7 All metat used in structural timber connections shall be

 

provided with suitable corrosion protection for particular
conditions in accordance with AS/NZS 4791 & AS 1214.

 

 

‘AMENDMENTS:

COPYRIGHT:

This drawing remains the property of Australian dependent 81 .
and may net be used of reproduced jn whole oF in part without written peraission.

building designers
association “of
queensland inc.

 

PHILL McGOWAN DRAFTING QBSA No $25708 Y

102 Fairview Rd Gympie 4579 Phone 0754628350 Mobile 0429645361 Email [email protected]

 

 

Project
Location 61LAKE FLAT ROAD BOREEN POINT
Drawing GENERAL NOTES

 

PROPOSED RELATIVES APARTMENT

R. & D. HAMMERSLEY Drawn P.M.

| Date 19/11/08

01088

 

Sheet 3 of 12