GENERAL NOTES GN01
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
GN02
THE BUILDER/SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS.
GN03
A00 A01 A02 A03 A04 A05 A06 A07 A08 A09
THIS BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH BUT NOT LIMITED TO THE FOLLOWING CURRENT AUSTRALIAN STANDARDS: · · · · · · · · · · · · · · · · · ·
AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS AS
1428 - DESIGN FOR ACCESS AND MOBILITY 1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. 1657 - FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS - DESIGN CONSTRUCTION & INSTALLATION 1664 - ALUMINIUM STRUCTURES 1680 - INTERIOR LIGHTING 1170 - WIND LOADING ON STRUCTURES 2293 - EMERGENCY EVACUATION LIGHTING IN BUILDING 2419 - FIRE HYDRANT INSTALLATIONS 2441 - INSTALLATION OF FIRE HOSE REELS 2444 - PORTABLE FIRE EXTENGUISHERS AND FIRE BLANKETS - SELECTION AND LOCATION 2904 - DAMP PROOF COURSES AND FLASHINGS. 3500 - PLUMBING AND DRAINAGE. 3600 - CONCRETE STRUCTURES 3700 - MASONRY IN BUILDINGS. 3959 - CONSTRUCTION IN A BUSHFIRE PRONE AREA. 3786 - SMOKE ALARMS. 4100 - STEEL STRUCTURES. 4600 - COLD FORMED STEEL STRUCTURES
GN04
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS.
GN05
STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE AS ADVISED BE THE MUNICIPAL DRAINAGE ENGINEER. CONTACT THE COUNCIL IF UNSURE OF POINT OF DISCHARGE.
GN6
FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. OWNER AND BUILDING TO ENSURE THIS DOES NOT OCCUR.
GN7
FOR BUILDINGS IN CLOSE PROXIMITY TO THE BEACH, ENSURE THE ALL STEEL WORK, BRICK CAVITY TIES AND STEEL LINTELS, ETC THAT ARE IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH AS 3700 HOT DIPPED GALVANISED.
GN8
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS.
GN9
THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.
GN10
SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786.
GN11
WHERE BUILDING IS WITHIN A DESIGNATED BUSH FIRE PRONE AREA COMPLIANCE WITH AS 3959 - IS REQUIRED TO A LEVEL OF ATTACK AS CONFIRMED BY THE RELEVANT BUILDING SURVEYOR.
GN12
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE.
GN13
DESIGN GUST WIND SPEED/WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED/WIND CLASSIFICATION OF -M/S (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS
GN14
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS AND ANY DISCREPANCIES SHALL BE REFERRED TO NEW DIMENSION DRAFTING.
GN15
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK.
GN16
WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES.
GN17
ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES.
GN18
STORMWATER 100mm DIAMETER (MIN) OR AS PER ENGINEERS DESIGN CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 9000mm C/C AND AT EACH CHANGE OF DIRECTION THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN: · 100mm UNDER SOIL · 50mm UNDER PAVED OR CONCRETE AREAS · 100mm UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS · 75 mm UNDER REINFORCED CONCRETE DRIVEWAYS.
GN19
DRAINAGE NOTES GN32-GN38 ALL DRAINAGE AND SEWERAGE PIPES ADJACENT TO BUILDING TO BE SETBACK AT A DEPTH THAT WILL NOT AFFECT ANGLE OF REPOSE (45 DEGREES) TO FOUNDING DEPTH.
GN20
SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED.
GN21
WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25mm MINIMUM ALL AROUND.
GN22
GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000mm OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING.
GN23
GRADE SHALL BE 50mm WITHIN FIRST METER ON SEVERAL SLOPING SITES ADOPT AG DRAINS ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING.
GN24
STORMWATER DRAINAGE DISCHARGE POINT - TO KERB AND CHANNEL LOCATION TO BE DETERMINED ON SITE BY BUILDER, OWNER AND PLUMBER WITH AID OF COUNCIL RECORDS.
GSEducationalVersion GSPublisherVersion 0.15.100.93
DRAWING INDEX: -
PROJECT :
DRAWN BY NICHOLAS J. POTTER
FACTORY BUILDING 89 Thomas Lane
CHECKED BY NJP
RESERVOIR Victoria 3073
CLIENT
COVER SHEET & GENERAL NOTES FLOOR PLAN SOUTH ELEVATION EAST & WEST ELEVATION NORTH ELEVATION SECTIONS DETAIL 01, 02 & 03 DETAIL 04 DETAIL 05 DETAIL 06
Mr Lucas Hagai MAN CAVE MELBOURNE CLAN
SCALE :
DATE :
09/08/2016
DRAWING TITLE : COVER PAGE & GENERAL NOTES
DWG No
A00