Shop plans with Carpark

ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515


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GENERAL NOTES S
Pt PRELIMINARY ISSUE AW
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS A FOR BUILDING APPROVAL
AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF B FOR BUILDING APPROVAL
THE CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR DECISION BEFORE c FOR BUILDING APPROVAL
PROCEEDING WITH THE WORK.
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE
CONSTRUCTION AND FABRICATION IS COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE
CONDITION AND ENSURE NO PART IS OVER-STRESSED.
WHERE EXCAVATION WORK 1S TO BE CARRIED OUT ADJACENT TO EXISTING FOOTINGS, THE EXACT LEVEL OF THE
UNDERSIDE OF THE FOOTINGS SHALL BE OBTAINED BY TEST PITS PRIOR TO EXCAVATION. UNDERPINNING AND
SHORING OF THE STRUCTURE SHALL BE CARRIED OUT AS REQUIRED AND THE EXISTING STRUCTURE SHALL BE
MAINTAINED IN A STABLE AND UNDAMAGED CONDITION.
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT SAA CODES (INCLUDING
ALL AMENDMENTS) AND THE STATUTORY AUTHORITIES REQUIREMENTS, EXCEPT WHERE VARIED BY THE CONTRACT
DOCUMENTS.
ALL DIMENSIONS ARE IN MILLIMETRES, UNLESS NOTES OTHERWISE, ALL LEVELS ARE EXPRESSED IN METRES,
FOOTING NOTES
ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIALS AND WATER.
WHERE VERIFIED FOUNDATION MATERIAL IS BELOW THE UNDERSIDE OF FOOTINGS AS DETAILED, BACKFILL ADDITIONAL
EXCAVATION WITH WEAK MIX CONCRETE.
SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE IS NOT STABLE.
ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS, UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
UNLESS APPROVED BY THE SUPERINTENDENT, EXCAVATIONS SHALL NOT EXTEND BELOW A LINE DIPPING AT 30° AND
AWAY FROM THE NEAREST UNDERSIDE CORNER OF ANY FOOTINGS.
CONCRETE NOTES
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600.
ALL SLABS ON GROUND TO BE CAST ON A WATERPROOF MEMBRANE ON A 50mm SAND BED. MEMBRANE IS 70
EXTEND UNDER INTEGRAL GROUND BEAMS AND IS TO BE EXTENDED A MINIMUM OF 200mm DOWN THE FACE OF
DEEP BEAMS. MEMBRANE IS TO BE POLYETHYLENE FILM 0.2mm THICK AND IMPACT RESISTANT. LAP JOINTS
200mm AND SEAL THE LAPS WITH WATERPROOF ADHESIVE TAPE, SEAL PENETRATIONS WITH WATERPROOF TAPE.
PROVIDE A TERMITE BARRIER IN ACCORDANCE WITH AS3660.1.
ALL CONCRETE TO BE VIBRATED.
CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.
MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- 15mm, F'c = 25MPo.
TIMBER NOTES
ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN AS1684 NATIONAL
TIMBER FRAMING CODE WIND CLASSIFICATION N3.
ANTHONY F McDONOUGH
BUILDER
BSA LIC. 65515
— NOT FOR CONSTRUCTION
. PROPOSED BARN & LINKWAY AREA NOTES
Scales: AW 05 SEP 15
56 MAINS STREET,
KIN KIN QLD 4571 A
0 | 5 5 ec
Use figured dimensions i nce to scale. Verify — cun . < nA JOB NUMBER JWG No | ISSUE
all dimensions on site. PROJECT NIGEL GARDINER SHOWN ON THIS DRAWING NOOSA SHIRE COUNCIL | A3 SHEET 7 OF 7 jDate:
ry Z FT
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