DESIGN LOADS LOAD BEARING MASONRY Drawings... · · 2017-05-09welding of the reinforcement isn't permitted unless shown. ... designated level above the nominated q100 flood level

1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING LOADING CODES:AS 1170.1 - DEAD & LIVE LOADS & LOAD COMBINATIONS.LIVE LOAD - UNITS - GENERAL.= 1.5kPA.LIVE LOAD - STAIRS, BALCONIES & CORRIDORS. = 3.0kPA.

DESIGN LOADS

1. ALL CONCRETE

WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF AS 3600 AND AS 1379, EXCEPT WHEREVARIED BY THE CONTRACT DOCUMENTS.2. CONCRETE QUALITY: CONCRETE GRADE TO BE CONCRETE CHARACTERISTIC STRENGTH (f'c) AT 28 DAYS.METHOD OF PLACEMENT - PUMPED TYPE OF ASSESSMENT - PROJECT.3. ALL CONCRETE TO BE ADEQUATELY VIBRATED.4. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE INCONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. PIPES OR ELECTRICAL CONDUITSSHALL NOT BE PLACED WITHIN THE CONCRETE COVER TO REINFORCEMENT WITHOUT THE APPROVAL OFTHE ENGINEER. THE CONCRETE COVER TO EMBEDDED PIPES OR CONDUITS SHALL BE A MIN OF 20mm.5. CONSTRUCTION JOINTS SHALL BE MADE ONLY WHERE SHOWN ON THE DRAWINGS OR WHERE APPROVED BYTHE ENGINEER.6. BEAM DEPTHS ARE DESIGNATED FIRST AND INCLUDE SLAB THICKNESS, IF ANY.7. UNDERPINNING WHERE NOT SHOWN ON DRAWINGS MUST BE APPROVED BY THE ENGINEER. FORUNDERPINNING ONLY, f'c = 15MPa.8. ALL CONCRETE SURFACES SHALL BE CURED BY AN APPROVED METHOD FOR SEVEN DAYS IMMEDIATELYAFTER THE CONCRETE IS SET.9. ALL FORMWORK AND PROPPING TO SUSPENDED SLABS AND BEAMS SHALL REMAIN IN POSITION FOR 14DAYS AFTER PLACING CONCRETE UNLESS SPECIFIED OTHERWISE. SUCH FLOOR SHALL REMAIN UNLOADEDFOR 28 DAYS.10. FLOOR SLABS ON GROUND : ALL TOP SOIL AND UPPER STRATA CONTAINING ORGANIC MATTER IS TO BEREMOVED AND REPLACED BY AN APPROVED FILLING MATERIAL COMPACTED AS FOLLOWS:- COHESIONLESSSOILS - MINIMUM DENSITY INDEX = 85% COHESIVE SOILS - ( MAX P.I. = 15%) = 98% STANDARDCOMPACTION.11. BUILDER TO PROVIDE MORTAR UNDER STEEL COLUMNS, BASEPLATES AS SPECIFIED.12. ALL REINFORCEMENT TO COMPLY WITH THE CURRENT EDITIONS OF AS 1302, AS 1303, AS 1304 AND SHALLBE DESIGNATED THUS : N DEFORMED BARS GRADE 500 PLUS Y HOT ROLLED DEFORMED BARS GRADE 400Y RPLAIN ROUND BARS GRADE 250R F WELDED WIRE FABRIC GRADE 450F W STEEL WIRE, PLAIN AND DEFORMED.GRADE 450W ALL FABRIC SHALL BE SUPPLIED IN FLAT SHEETS.13. WELDING OF THE REINFORCEMENT ISN'T PERMITTED UNLESS SHOWN.

ELEMENT CONC. SLUMP MAX. SIZE C'MENT ADMIXTURE GRADE. AGG. TYPE

GROUND LEVELFOUNDATIONSLABS

SUSPENDEDSLABS

CORE FILL

N25 80 20 GP -

-

-

GP

GP

20

10

80

250

INTERNAL N32

EXTERNAL N40

S20

CONCRETE

SITE PREPERATION1. SITE PREPARATION SHALL GENERALLY CONSIST OF CLEARANCE OF VEGETATION FOLLOWED BYEXCAVATION OF TOPSOIL AND MATERIAL TO SUIT FINAL DESIGN LEVELS.2. PROVISION SHALL BE MADE FOR THE DEMOLITION OF ANY EXISTING BUILDINGS INCLUDING BREAKING UPAND REMOVAL OF ANY OLD FOOTINGS, SERVICE PIPES, SEPTIC TANKS ETC WHICH MAY INTERFERE WITH THENEW CONSTRUCTION. ANY SOIL DISTURBED BY DEMOLITION SHALL BE RE-COMPACTED.3. IN THE PROPOSED ON GROUND FLOOR SLAB SUPPORT AND PAVEMENT AREAS, THE EXPOSED SUBGRADESHALL BE UNIFORMLY COMPACTED TO ACHIEVE A DRY DENSITY RATIO OF NOT LESS THAN 98% OF THEMAXIMUM SATURATED VIBRATED DENSITY (AS 1289 TESTS 5.3.1 & 5.5.1). SUBGRADE COMPACTION SHALL BEACCOMPANIED BY GENERAL INSPECTION TO ALLOW DETECTION AND RECTIFICATION OF ANY LOCALISEDCOMPRESSIBLE ZONES WHICH MAY EXIST.4. ANY FILLING PLACED IN THE BUILDING AND PAVEMENT AREAS SHALL BE UNIFORMLY COMPACTED INLAYERS OF NOT MORE THAN 200mm FINAL THICKNESS, UNDER LEVEL 3 SUPERVISION (AS 3798-1990GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS) TO THE MAX DRYDENSITY RATIO OF 98% SRDD (EXPRESSED AS A % OF THE MAXIMUM VIBRATED DENSITY ESTABLISHED BYTEST METHODS AS 1289 5.3.1, 5.4.1 AND 5.5.1 FOR COHENSIONLESS (SAND) MATERIALS OR ALTERNATIVELY,STANDARD COMPACTION IF APPROPRIATE.)5. ANY IMPORTED FILL SHALL COMPRISE OF LOW PLASTICITY GRANULAR MATERIAL WITH A PLASTICITY INDEXNOT MORE THAN 15%. SAND CUT FROM BASEMENT AREA SHOULD BE SUITABLE FOR REUSE AS FILLING.6. FILLING SHOULD BE RETAINED OR BATTERED TO A SLOPE OF NO STEEPER THAN 1h:1v. ALL EXPOSED FILLINGSHALL BE PROTECTED FROM EROSION. EARTH BATTERS TO BE WHOLLY CONTAINED WITHIN SITEBOUNDARIES & SURFACE DRAINS TO BE INSTALLED TO HIGH SIDE OF ALL STABLE EARTH BATTERS.7. CARE SHALL BE TAKEN TO ENSURE THAT ANY VIBRATORY ROLLING OR CONSTRUCTION ACTIVITIES DO NOTCAUSE DISTRESS (BY WAY OF INDUCED SETTLEMENT) TO ANY ADJACENT MOVEMENT-SENSITIVE FEATURESETC.8. ALL WORK INCLUDING TESTING SHALL BE CARRIED OUT IN ACCORDANCE WITH AUSTRALIAN STANDARDS &RELEVAT CODES OF PRACTICE TO PROVIDE AN ENGINEERED (CONTROLLED) FILLED PLATFORM.9. STRIP BUILDING PLATFORM TO EXTEND 1500mm OUTSIDE BUILDING STRUCTURE FOOTPRINT OF TOPSOIL,DELETERIOUS ORGANICE AND UNCONTROLLED FILL. THE BUILDING PLATFORM SHALL BE RAISED TODESIGNATED LEVEL ABOVE THE NOMINATED Q100 FLOOD LEVEL WITH ENGINEERED FILL & IN ACCORDANCEWITH LOCAL AUTHORITY REQUIREMENTS.10. BUILDING PLATFORM SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 3798 - GUIDELINES ONEARTHWORKS FOR COMMERCIAL & RESIDENTIAL DEVELOPMENT. PLATFORM IMMEDIATELY SURROUNDINGTHE RESIDENCE TO FALL AWAY FROM THE RESIDENCE AT A SLOPE OF 1 : 200 MINIMUM TO AN EARTH DRAIN.THE SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THE SITE & WITHOUT NUISANCE TO ADJOININGPROPERTIES.11. FOUNDATION MAINTENANCE SHALL BE IN ACCORDANCE WITH THE CSIRO BROCHURE - GUIDE TO HOMEOWNERS ON FOUNDATION MAINTENANCE & FOOTING PERFORMANCES.12. VERIFY ALL BEARING AND DIMENSIONS ON SITE PRIOR TO ANY CONSTRUCTION. ALL MISSING PEGS TO BEREINSTATED PRIOR TO ANY CONSTRUCTION. ALL BUILDERS WORK TO BE CARRIED OUT WITHIN SITEBOUNDARY. THIS NOTE IS TO TAKE PRECEDENCE OVER ANY DOCUMENTATION PROVIDED IN THIS SET OFPLANS. NOTIFY THIS OFFICE IMMEDIATELY OF ANY DISCREPANCIES IN SETOUT DIMENSIONS.13. APPROXIMATE POSITION OF SEWER JUMP UP. VERIFY POSITION ON SITE PRIOR TO CONSTRUCTION.CONNECT 100Dia LINE TO COUNCIL REQUIREMENTS.14. THE FILL USED ON THIS SITE WILL HAVE CONTROLLED PLACEMENT. REFER TO SITE PREPARATION NOTES.15. ALL FENCE LINES, RETAINING WALLS, PATHWAYS, HOT WATER SYSTEM, LETTER BOX, CLOTHESLINE, WATERTANK & DOWNPIPE LOCATIONS TO BE SETOUT BY BUILDER ON-SITE & CONFIRMED BY CLIENT. CLIENT TOPROVIDE NOTICE OF ANY FUTURE SITE WORKS TO PLUMBER TO ENSURE SEWER & STORMWATER CAN BEALIGNED TO ACCOMODATE REQUIREMENTS.16. NEW CONCRETE BOUNDARY CROSS OVER AND COUNCIL INVERT TO LOCAL AUTHORITY SPECIFICATIONS.17. ANY SITE LEVELS PROVIDED ON THIS PLAN HAVE BEEN SUPPLIED BY EXTERNAL CONSULTANTS &TRANSMITTED ONTO THIS SET OF DRAWINGS. THESE LEVELS ARE TO BE TREATED BY THE BUILDER ASAPPROXIMATE ONLY & MUST BE VERIFIED ON SITE PRIOR TO COMMENCING CONSTRUCTION. ANY LEVELDESCREPANCIES ARE TO BE REPORTED TO THIS OFFICE FOR AUTHORIZATION PRIOR TO COMMENCINGCONSTRUCTION. BUILDER TO ARRANGE CONTOUR SURVEY IF REDUCED LEVELS ARE NOT PROVIDED ON THISPLAN.18. DRIVEWAY SLOPE NOT TO EXCEED 1 VERT TO 5 HOR. FOR DRIVEWAY SLOPE REFER TO PART 6.0 OF THE QDCTO ENSURE GRADIENTS & VEHICULAR ACCESS COMPLY WITH STANDARD COUNCIL REGULATIONS.19. SEDIMENT CONTROL MEASURES FOR SOIL & WATER MANAGEMENT MUST BE INSTALLED OR IMPLEMENTEDPRIOR TO DISCHARGE OF WATER FROM THE SITE, SUCH THAT NO EXTERNAL STORMATER FLOW FROM THE SITEADVERSELY AFFECTS SURROUNDING OR DOWNSTREAM PROPERTIES IN ACCORDANCE WITH THEREQUIREMENTS OF THE ENVIRONMENTAL PROTECTION ACT 1994 & THE FNQ ROC DEVELOPMENT MANUAL.20. ALL WATER TO BE DRAINED AWAY FROM BUILDING DURING & AFTER CONSTRUCTION TO COMPLY WITH AS2870.

GENERAL SAFETY NOTES - WPHS1. FALLS, SLIPS, TRIPSa) WORKING AT HEIGHTS DURING CONSTRUCTIONWherever possible, components for this building should be prefabricated off-site or at ground level to minimise the risk ofworkers falling more than two metres. However, construction of this building will require workers to be working at heightswhere a fall in excess of two metres is possible and injury is likely to result from such a fall. The builder should provide asuitable barrier wherever a person is required to work in a situation where falling more than two metres is a possibility.DURING OPERATION OR MAINTENANCECleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situatedwhere a fall from a height in excess of two metres is possible. Where this type of activity is required, scaffolding, ladders ortrestles should be used in accordance with relevant codes of practice, regulations or legislation.Cleaning and maintenance of windows, walls, roof or other components of this building will require persons to be situatedwhere a fall from a height in excess of two metres is possible. Where this type of activity is required, scaffolding, fallbarriers or Personal Protective Equipment should be used in accordance with relevant codes of practice, regulations orlegislation.Anchorage points for portable scaffold or fall arrest devices have been included in the design for use by maintenanceworkers. Any persons engaged to work on the building after completion of construction work should be informed about theanchorage points.b) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHESSpecified finishes have been selected to minimise the risk of floors and paved areas becoming slippery when wet or whenwalked on with wet shoes/feet. Any changes to the specified finish should be made in consultation with the designer or, ifthis is not practical, surfaces with an equivalent or better slip resistance should be chosen.The owner is responsible for the selection of surface finishes in the pedestrian trafficable areas of this building. Surfacesshould be selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004.STEPS, LOOSE OBJECTS AND UNEVEN SURFACESDue to design restrictions for this building, steps and/or ramps are included in the building which may be a hazard to workerscarrying objects or otherwise occupied. Steps should be clearly marked with both visual and tactile warning duringconstruction, maintenance, demolition and at all times when the building operates as a workplace.Building owners and occupiers should monitor the pedestrian access ways and in particular access to areas wheremaintenance is routinely carried out to ensure that surfaces have not moved or cracked so that they become uneven andpresent a trip hazard. Spills, loose material, stray objects or any other matter that may cause a slip or trip hazard should becleaned or removed from access ways.Contractors should be required to maintain a tidy work site during construction, maintenance or demolition to reduce the riskof trips and falls in the workplace. Materials for construction or maintenance should be stored in designated areas away fromaccess ways and work areas.2. FALLING OBJECTS LOOSE MATERIALS OR SMALL OBJECTSConstruction, maintenance or demolition work on or around this building is likely to involve persons working above groundlevel or above floor levels. Where this occurs one or more of the following measures should be taken to avoid objects fallingfrom the area where the work is being carried out onto persons below.1. Prevent or restrict access to areas below where the work is being carried out.2. Provide toeboards to scaffolding or work platforms.3. Provide protective structure below the work area.4. Ensure that all persons below the work area have Personal Protective Equipment.BUILDING COMPONENTSDuring construction, renovation or demolition of this building, parts of the structure including fabricated steelwork, heavypanels and many other components will remain standing prior to or after supporting parts are in place. Contractors shouldensure that temporary bracing or other required support is in place at all times when collapse which may injure persons in thearea is a possibility.Mechanical lifting of materials and components during construction, maintenance or demolition presents a risk of fallingobjects. Contractors should ensure that appropriate lifting devices are used, that loads are properly secured and that accessto areas below the load is prevented or restricted.3. TRAFFIC MANAGEMENTParking of vehicles or loading/unloading of vehicles on this roadway may cause a traffic hazard. During construction,maintenance or demolition of this building designated parking for workers and loading areas should be provided. Trainedtraffic management personnel should be responsible for the supervision of these areas.Construction of this building may require loading and unloading of materials on the roadway. Deliveries should be well plannedto avoid congestion of loading areas and trained traffic management personnel should be used to supervise loading/unloadingareas.Busy construction and demolition sites present a risk of collision where deliveries and other traffic are moving within the site.A traffic management plan supervised by trained traffic management personnel should be adopted for the work site.

4. MANUAL TASKSComponents within this design with a mass in excess of 25kg should be lifted by two or more workers or by mechanical liftingdevice. Where this is not practical, suppliers or fabricators should be required to limit the component mass. All materialpackaging, building and maintenance components should clearly show the total mass of packages and where practical all itemsshould be stored on site in a way which minimises bending before lifting. Advice should be provided on safe lifting methods in allareas where lifting may occur. Construction, maintenance and demolition of this building will require the use of portable tools andequipment. These should be fully maintained in accordance with manufacturer’s specifications and not used where faulty or (inthe case of electrical equipment) not carrying a current electrical safety tag. All safety guards or devices should be regularlychecked and Personal Protective Equipment should be used in accordance with manufacturer’s specification.5. HAZARDOUS SUBSTANCES & POWDERED MATERIALSMany materials used in the construction of this building can cause harm if inhaled in powdered form. Persons working on or inthe building during construction, operational maintenance or demolition should ensure good ventilation and wear PersonalProtective Equipment including protection against inhalation while using powdered material or when sanding, drilling, cutting orotherwise disturbing or creating powdered material.TREATED TIMBERThe design of this building includes provision for the inclusion of treated timber within the structure. Dust or fumes from thismaterial can be harmful. Persons working on or in the building during construction, operational maintenance or demolitionshould ensure good ventilation and wear Personal Protective Equipment including protection against inhalation of harmfulmaterial when sanding, drilling, cutting or using treated timber in any way that may cause harmful material to be released. Do notburn treated timber.VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes and some cleaning materials and disinfectants have dangerousemissions. Areas where these are used should be kept well ventilated while the material is being used and for a period afterinstallation. Personal Protective Equipment may also be required. The manufacturer’s recommendations for use must becarefully considered at all times.SYNTHETIC MINERAL FIBREFibreglass, rockwool, ceramic and other material used for thermal or sound insulation may contain synthetic mineral fibre whichmay be harmful if inhaled or if it comes in contact with the skin, eyes or other sensitive parts or the body. Personal ProtectiveEquipment including protection against inhalation of harmful material should be used when installing, removing or working nearbulk insulation material.TIMBER FLOORSThis building contains timber floors which have an applied finish. Areas where finishes are applied should be kept well ventilatedduring sanding and application and for a period after installation. Personal Protective Equipment may also be required. Themanufacturer’s recommendations for use must be carefully considered at all times.6. CONFINED SPACESEXCAVATION -Construction of this building and some maintenance on the building will require excavation and installation ofitems within excavations. Where practical, installation should be carried out using methods which do not require workers to enterthe excavation. Where this is not practical, adequate support for the excavated area should be provided to prevent collapse.Warning signs and barriers to prevent accidental or unauthorised access to all excavations should be provided.ENCLOSED SPACESEnclosed spaces within this building may present a risk to persons entering for construction, maintenance or any other purpose.The design documentation calls for warning signs and barriers to unauthorised access. These should be maintained throughoutthe life of the building. Where workers are required to enter enclosed spaces, air testing equipment and Personal ProtectiveEquipment should be provided.SMALL SPACESSome small spaces within this building will require access by construction or maintenance workers. The design documentationcalls for warning signs and barriers to unauthorised access. These should be maintained throughout the life of the building.Where workers are required to enter small spaces they should be scheduled so that access is for short periods. Manual liftingand other manual activity should be restricted in small spaces.7. PUBLIC ACCESSPublic access to construction and demolition sites and to areas under maintenance causes risk to workers and public. Warningsigns and secure barriers to unauthorised access should be provided. Where electrical installations, excavations, plant or loosematerials are present they should be secured when not fully supervised.8. OPERATIONAL USE OF BUILDINGThis building has been designed as a residential building. If it, at a later date, is used or intended to be used as a workplace, theprovisions of the Work Health and Safety Act 2011 or subsequent replacement Act should be applied to the new use.9. OTHER HIGH RISK ACTIVITYAll electrical work should be carried out in accordance with Code of Practice: Managing Electrical Risks at the Workplace, AS/NZ3012 and all licensing requirements.All work using Plant should be carried out in accordance with Code of Practice: ManagingRisks of Plant at the Workplace. All work should be carried out in accordance with Code of Practice: Managing Noise andPreventing Hearing Loss at Work. Due to the history of serious incidents it is recommended that particular care be exercisedwhen undertaking work involving steel construction and concrete placement. All the above applies.

LOAD BEARING MASONRY1. ALL LOAD BEARING MASONRY WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF AS3700, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.2. BUILDER TO ALLOW CLEAN OUT OPENINGS AT THE BASE COURSE OF ALL REINFORCED CONCRETE MASONRYWALLS OR AS INDICATED AND ALL CORES TO BE RAKED CLEAN BEFORE FILLING WITH GROUT.3. GROUT MIX TO FILL CAVITY OR REINFORCED CONCRETE MASONRY WALLS TO HAVE A MINIMUMCHARACTERISTIC COMPRESSION STRENGTH OF 20 MPa(f'c). MAXIMUM SLUMP 250mm AND MAXIMUM AGGREGATESIZE 10mm.4. UN-REINFORCED CONCRETE MASONRY AND BRICKWORK SUPPORTING SLABS AND BEAMS SHALL HAVE A LAYEROF MORTAR PLACED ON TOP AND TROWELLED SMOOTH WITH TWO LAYERS OF BITUMINOUS FELT BETWEEN THISSURFACE AND THE CONCRETE.5. MORTAR CLASSIFICATION- M4.6. MINIMUM CHARACTERISTIC UNCONFINED COMPRESSION STRENGTH OF MASONRY UNITS SHALL BE 15MPa.

RETAINING STRUCTURES1. DO NOT BACKFILL RETAINING WALLS UNTIL 21 DAYS AFTER CONCRETE HAS BEEN PLACED IN THEWALLS OF THE RETAINING STRUCTURES UNLESS NOTED OTHERWISE.2. THE BACKFILL MATERIAL BEHIND THE FULL LENGTH OF THE EARTH RETAINING WALLS SHALL CONSISTOF A COARSE GRAINED SOIL OF HIGH PERMEABILITY (ie CLEAN COURSE SAND OR GRAVEL) TO A MAXWIDTH OF 300mm FOR THE FULL RETAINING HEIGHT.

FOUNDATIONS1. EXCAVATION FOR ALL FOOTINGS SHALL BE TAKEN TO THE DEPTHS SHOWN, OR TO A FOUNDATION STRATACAPABLE OF SAFELY SUSTAINING A BEARING PRESSURE OF 100 kPa WHICHEVER IS THE DEEPER. ALL EXCAVATIONSSHALL BE FREE FROM LOOSE MATERIAL, MUD AND WATER. UNDERSIDE OF ALL FOOTINGS SHALL BE A MIN OF 400mmBELOW NATURAL GROUND LEVEL UNLESS SHOWN OTHERWISE.2. EXCAVATIONS FOR BORED PIERS SHALL BE DONE BY MECHANICAL AUGER OR OTHER APPROVED MEANS, SIDES OFHOLES SHALL BE VERTICAL AND SIDES AND BOTTOM SHALL BE FREE FROM LOOSE MATERIAL. CONCRETE SHALL BEPLACED IN EACH HOLE WITHIN 12 HOURS.3. FINISHED SLAB LEVEL TO BE MINIMUM 225mm ABOVE FINISHED GROUND LEVEL. THIS NOTE IS TO TAKEPRECEDENCE OVER ANY DOCUMENTATION PROVIDED IN THIS SET OF PLANS.

STRUCTURAL STEEL1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AS 4100 AND AS 1554EXCEPT WHERE VARIED BY THE CURRENT DOCUMENTS.2. UNLESS NOTED OTHERWISE ALL STEEL SHALL BE IN ACCORDANCE WITH: AS 1204 GRADE 250 FOR ROLLED SECTIONS AS 1163 GRADE 350 FOR R.H.S. SECTIONS AS 1163 GRADE 200 FOR C.H.S. SECTIONs AS 1163 GRADE 350 FOR C.H.S. SECTIONS AS 1204 GRADE 350 FOR ALL HIGH STRENGTH STEEL.3. UNLESS NOTED OTHERWISE ALL WELDS SHALL BE CATEGORY SP IN ACCORDANCE WITH CLAUSE 1:3:2 AS 1554-PART 1.4. UNLESS NOTED OTHERWISE ALL WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS.5. HIGH STRENGTH FRICTION GRIP BOLTS, NUTS AND WASHERS (8.8/TF) SHALL COMPLY WITH THE RELEVANTREQUIREMENTS OF AS 1252 AND SHALL BE TIGHTENED TO THE CORRECT TENSION USING APPROVED LOAD INDICATINGWASHERS. CONTACT SURFACES OF ALL HIGH STRENGTH FRICTION GRIP BOLTED CONNECTIONS SHALL BE LEFTUNPAINTED OR AS SPECIFIED.6. UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE OF GRADE 4.6/S.7. ALL DIMENSIONS SHALL BE CHECKED BY THE CONTRACTOR ON SITE PRIOR TO FABRICATION.8. UNLESS NOTED OTHERWISE ON PLANS, WHERE STEEL SIZES PERMIT, ALL STEELWORK IS TO BE SUPERGAL OREQUIVALENT. IN ALL OTHER CASES STEEL WORK IS TO BE SAND BLASTED (2.5) AND COATED WITH ZINC SILICATE STEELPRIMER (OR AS SPECIFIED) BEFORE ERECTION.REINSTATE COATING OF ALL WELDS BY BUFFING SURFACE WITH WIRE BRUSH AND APPLY 2 BRUSH COATS OF ZINC RICHCOATING. PAINT FINISH IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION. STEELWORK ENCASED IN CONCRETE IS NOT TO BE PAINTED.9. THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF THE STEELWORK ANDBOLTHOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER WORK WHETHER OR NOT DETAILED IN THEDRAWINGS.10. ALL LAPS, FIXINGS AND ACCESSORIES TO PURLINS AND GIRTS TO BE STRICTLY IN ACCORDANCE WITH THEMANUFACTURERS REQUIREMENTS.

WATERPROOFING1. ANY EXPOSED STRUCTURAL TIMBER WHICH HAS ANY AREA IN CONTACT WITH ANOTHER MATERIAL AND WHICHWILL BE INACCESSIBLE AFTER FIXING IS TO BE GIVEN A COAT OF PRIMER BEFORE FIXING2. PROVIDE APPROVED WATERPROOFING MEMBRANE TO ALL WET AREA FLOORS & TILED WALLS & TOP OF ALLEXTERNAL SUSPENDED SLAB FLOORS IN ACCORDANCE WITH BUILDING CODE OF AUSTRALIA & A.S. 3740.3. PROVIDE APPROVED WATERPROOFING MEMBRANE TO ALL FLOOR SLABS & FOUNDATION / RETAINING WALLS INCONTACT WITH GROUND & APPLY STRICTLY IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

ENERGY EFFICIENCY1. REFER TO ENERGY EFFICIENCY RATING REPORT FOR EXTENT OF INSULATION, CEILING FANS, DRAUGHT SEALS,GLAZING TYPE, WALLS & ROOF COLOUR, ETC. REPORT TO TAKE PRECEDENCE OVER ALL DOCUMENTATIONPROVIDED IN THIS SET OF WORKING DRAWINGS.2. COMPLY WITH THE CURRENT MANDATORY SUSTAINABLE HOUSING MEASURES UNDER THE QUEENSLANDDEVELOPMENT CODE MP-4.1 INCLUDING;* 3 STAR RATED SHOWER ROSES AND TAPWARE TO KITCHEN SINKS, BATHROOM BASINS AND LAUNDRY TUBS.* 4 STAR RATED DUAL FLUSH TOILETS & SHOWER ROSE.* ANY IRRIGATION SYSTEM MUST BE WATER EFFICIENT IN RELATION TO THE CODE.* ENERGY EFFICIENT LIGHTING TO BE UTILISED FOR 80% OF ALL LIGHT FITTINGS TO ILLUMINATE THE INTERNALFLOOR SPACE.* INSTALLATION OF MIN. EER 2.9 FOR HARD WIRED AIR-CONDITIONERS

ELECTRICAL NOTESIF ANY ELECTRICAL OR LIGHTING POSTIONS ARE NOT CLEAR ON PLAN. PLEASE USE OWN DISCRETION OTHERWISECALL THIS OFFICE FOR ASSITANCE IF UNSUREALL ELECTRICAL WORK MUST COMPLY WITH RELEVANT AUSTRALIAN STANDARDS.1. METER BOX LOCATION TO BE DETERMINED BY ELECTRICIAN ON SITE (CLOSEST PRACTICAL LOCATION TOCONNECTION).2. ENERGY EFFICIENT LIGHTING TO COMPLIANCE WITH THE QUEENSLAND DEVELOPMENT CODE MP-4.1 FORLIGHTING. ENERGY EFFICIENT LIGHTING IS TO BE UTILISED FOR 80% OF ALL LIGHT FITTINGS OF THE INTERNAL FLOORSPACE.3. CONTRACTER TO VERIFY HEIGHT OF ALL WALL MOUNTED ELECTRICAL FIXTUERS4. THE PROVISION FOR "A/C" LOCATIONS ARE OPTIONAL ONLY AND MUST BE CONFIRMED ON SITE BEFORECONSTRUCTION OF BLOCKWORK5. LOCATION OF ALL "SPLIT A/C" AS SHOWN TO BE VERIFIED BY BUILDING OWNER, SUPPLY AND INSTALL "SPLIT A/C"BY OTHERS UNLESS NOTED OTHERWISE IN THE BUILDING SPECIFICATION.6. ALL A/C CONDENSATION WASTES TO BE INSTALLED IN WALLS WHERE POSSIBLE, OTHERWISE RUN IN SLAB.7. SELF CONTAINED SMOKE ALARMS MUST BE SUPPLIED, INSTALLED AND MAINTAINED AND SHALL COMPLY WITHA.S. 3786 AND MUST BE CONNECTED TO THE CONSUMERS MAIN POWER. SMOKE DETECTORS SHOWN ON THIS PLANSPECIFIES THE MINIMUM STANDARDS ONLY, AND WE REFER YOU TO THE PUBLICATION "SMOKE ALARMS SAVES LIVES 1997"FOR RECOMMENDED PROCEDURES AND SPECIFICATIONS

TERMITE CONTROLIN ACCORDANCE WITH AS 3660.1.THIS STRUCTURE IS TO BE PROTECTED AGAINST TERMITES BY HAVING THE PRIMARY BUILDING ELEMENTS & ANYTIMBER SKIRTINGS, ARCHITRAVES, WINDOW REVEALS & DOOR JAMBS BUILT OF MATERIALS CONSIDERED NOT TO BESUSCEPTIBLE TO TERMITE ATTACK.ALL ROOF TIMBERS ARE TO BE PRESERVATIVE TREATED IN ACCORDANCE WITH APPENDIX B OF AS 3660.12 DURABILITY NOTICES INDICATING THE METHOD OF PROTECTION, THE DATE THE METHOD PROTECTION WASINSTALLED AND THE SCOPE AND FREQUENCY OF FIXTURE INSPECTIONS FOR TERMITE ACTIVITY IS TO BE INSTALLED INTHE METERBOX & PANTRY.THE RECOMMENDED FREQUENCY OF FIXTURE INSPECTIONS TO BE SPECIFIED ON THE NOTICE IS : EVERY 6 MONTHSMINIMUM, & THE RECOMMENDED SCOPE IS : INSPECTIONS OF THE PERIMETER OF THE BUILDING AT GROUND LEVEL,INSPECTIONS OF ALL AREAS OF THE BUILDING AND IMMEDIATE AREA OF THE BUILDING WHICH CAN BE ACCESSEDINCLUDING THE ROOF SPACE.CONCRETE SLAB TO HAVE TERMITE RESISTANT MATERIALS USED TO ALL SLAB PENETRATIONS OR ALL STRUCTURALTIMBER & TRUSSES TO BE TERMITE RESISTANT GRADE OR BE TREATED FOR TERMITE RESISTANCE (H2 INTERNAL, H3EXTERNAL HAZARD LEVEL) IF CHEMICAL BARRIER USED ON GROUND NOTE LIFE EXPECTANCY KEEP GARDEN BEDS AMINIMUM OF 1 METRE AWAY FROM ALL EXTERNAL WALLS. ALL PRIMARY BUILDING ELEMENTS (SKIRTING, ARCHITRAVES,JAMBS, ETC) ARE TO BE PROTECTED AGAINST TERMITE INFESTATION IN ACCORDANCE WITH A.S 3600.1. OWNER IS TOVISUALLY INSPECT AROUND HOUSE FOR TERMITE ACTIVITY EVERY 12 MONTHS MINIMUM & TAKE PRECAUTIONS IFREQUIRED.

TIMBER1. ALL WORK SHALL COMPLY WITH THE RELEVANT BUILDING ACT AND ALL CODES REFERRED TO THEREIN.2. ALL STRUCTURAL TIMBER SHALL BE GRADE F14 UNSEASONED, UNLESS NOTED OTHERWISE.3. THE DESIGN, ERECTION AND BRACING OF PREFABRICATED ROOF TRUSSES SHALL BE IN ACCORDANCEWITH THE MANUFACTURERS REQUIREMENTS. UNLESS NOTED OTHERWISE.4. ALL FRAMING AND CONNECTION DETAILS SHALL BE IN ACCORDANCE WITH - AS1684.3 RESIDENTIAL TIMBER- FRAMED CONSTRUCTION - CYCLONIC.

RAINWATER DRAINAGE

A. PLUMBER AND DRAINER INSTALLATION TO COMPLY WITH THE PLUMBING AND DRAINAGE ACT 2002 (PDA) AND THESTANDARD PLUMBING AND DRAINAGE REGULATION 2003 (SPDR).

B. LICENSED PLUMBER TO INSPECT SITE PRIOR TO QUOTATION & CONFIRM ALL EXISTING PLUMBING WITH COUNCILINSPECTOR. ANY DESCREPANCIES MUST BE REFERRED TO THIS OFFICE FOR AUTHORIZATION PRIOR TOCOMMENCING CONSTRUCTION OTHERWISE NO RESPONSIBILITY WILL BE TAKEN BY BALAY.

C. ALL DRAINAGE SHALL BE 100mm DIA uPVC RUN AT MINIMUM GRADE OF 1.65% (1:60) U.N.O.D. ALL VENT PIPES LOCATIONS TO BE DETERMINED ONSITE BY CONTRACTOR & TERMINATE IN ACCORD. WITH AS

3500 2.2 SECTION 6.7.4.E. ALL IO's UNDER CONCRETE TO BE TAKEN TO SURFACE LEVEL AND FITTED WITH APPROVED SCREW CAP.F. WHERE PVC PIPES PENETRATE OR ARE BUILT INTO WALLS OR SLABS, THE PIPES SHALL BE LAGGED WITH

APPROVED MATERIAL IN ACCORDANCE WITH AUSTRALIAN STANDARDS.G. MAXIMUM DISTANCE OF UN-VENTED BRANCH DRAIN IS 10 METRES TO FIXTURES, ORG's OR DG's.H. MATERIALS, DRAINAGE, SOIL, WASTE AND VENT PIPES AND FITTINGS uPVC CLASS DWV TO AS 1260.I. ALL WC's TO BE SCREW FIXED TO FLOOR WITH NYLON PLUGS AND NON-CORROSIVE METAL SCREWS.J. ALL DISCHARGE PIPES RECEIVING CONDENSATE WASTE INCLUDING TRAPS SHALL BE INSULATED.K. ALL PIPES LAID UNDER SLABS TO BE MINIMUM DEPTH OF 400mm TO INVERT LEVEL AND SHALL BE INSULATED.L. PROVIDE FLOOR WASTES TO ALL WET AREAS.M. PLUMBING AND DRAINAGE INSTALLATION TO COMPLY WITH THE PLUMBING AND DRAINAGE ACT 2002 (PDA) AND

THE STANDARD PLUMBING AND DRAINAGE REGULATION 2003 (SPDR)N. ALL FLOOR WASTES TO HAVE 100mm DIA RISERS AND REMOVABLE SCREW GRATESO. MAX 500kPa WATER PRESSURE. IF GREATER, INSTALL PRESSURE LIMITING DEVICE IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

RAINFALL INTENSITY OF 282mm/hr - CAIRNS

IN ACCORDANCE WITH PART 3.5.2 OF THE BCA, THE ROOF AREA PER DOWNPIPE IS CALCULATED USINGhttp://www.roof-gutter-design.com.au/ IN ACCORDANCE WITH AS 2179 & AS 3500.3.1. SIZE OF UPVC STORMWATER PIPELINES TO SUIT DOWNPIPE & HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE WITHA FALL OF 1:100 MIN AS PER PART 3.1.2 OF THE BCA & IN ACCORDANCE WITH AS 3500.32.2. EXTEND STORMWATER LINES TO STORMWATER EASEMENT, KERB & CHANNEL OR STORMWATER PITS & DISPOSE OF ATLEGAL POINT OF DISCHARGE COMPLYING WITH LOCAL AUTHORITY & INSPECTOR STANDARDS.3. SIZE & LOCATIN OF STORMWATER PITS WITH REMOVABLE GRATED LID VERIFIED BY BUILDER & CONTRACTOR ON SITE.4. PROVISIONS FOR OVERFLOWS MUST BE MADE FOR DOWNPIPES FURTHER THAN 1200mm FROM VALLEY

PLUMBING NOTES

SITE DRAINAGEGRADE FINISHED GROUND LEVEL TO ENSURE WATER IS DIVERTED AWAY FROM NEIGHBOURING PROPERTIES & TOKERB & CHANNEL OR STORMWATER EASEMENT IF AVAILABLE. PLATFORM IMMEDIATELY SURROUNDING THERESIDENCE TO FALL AWAY FROM THE RESIDENCE AT A SLOPE OF 1 : 200. SURFACE DRAINAGE IS TO DISCHARGEEVENLY WITHIN THE SITE & WITHOUT NUISANCE TO ADJOINING PROPERTIES. REFER TO SITE PREPARATION NOTES& COMPLY WITH AS 3798 - GUIDELINES ON EARTHWORKS FOR COMMERCIAL & RESIDENTIAL DEVELOPMENT.

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...

WE HERBY CERTIFY THE STRUCTURAL DETAILSAS SHOWN ON THESE DRAWINGS FORCONSTRUCTION IN WIND CLASSIFIATION

C.M.G.ACN 011 065 375

208 BUCHAN ST.CARINS QLD 4870PH (07) 4031 2775FAX. (07) 4051 9013

CONSULTINGENGINEERS PTY LTD

THIS DRAWING AND THE MANUFACTURER OF IT'S CONTENTS IS THE PROPERTYOF BALAY BUILDING DESIGN AND IS COPYRIGHT . THIS DESIGN REMAINS THE

COPYRIGHT OF BALAY BUILDING DESIGN & SHALL NOT BE RETAINED, REPRODUCEDOR TRANSMITTED WITHOUT WRITTEN PERMISSION & AUTHOIRITY FROM THE

AUTHOR & OWNER OF THESE DRAWINGS - MATT PIROMALLI

Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES

208 BUCHAN STREET CAIRNS PO BOX 7206 CAIRNSPHONE: 07 4051 8228 FAX: 4051 8229 www.balay.com.au qbsa1060131

THIS DRAWING IS COPYRIGHT TO Cba lay building design

1. ALL DESIGN, CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH: * THE BUILDING CODE OF AUSTRALIA (BCA). * THE QUEENSLAND DEVELOPMENT CODE (QDC). * BUILDING REGULATIONS. * CURRENT ISSUES OF AUSTRALIAN STANDARDS * MANUFACTURERS SPECIFICATIONS AND INSTALLATION DETAILS FOR MATERIALS USED.2. ALL PLANS ARE TO BE READ IN CONJUNCTION WITH THE CONSTRUCTION NOTES PROVIDED INTHIS SET OF DRAWINGS.3. REFER TO BUILDERS SPECIFICATION WHERE A FINISH OR BUILDING COMPONENT HAS NOTBEEN NOMINATED WITHIN THE DOCUMENTATION PREPARED BY THIS OFFICE. THIS SET OFDRAWINGS AND ALL ACCOMPANING DOCUMENTATION TO TAKE PRECIDENCE OVER INCLUSIONSNOMINATED IN BUILDRS SPECIFICATION.4. DO NOT SCALE FROM DRAWINGS, ONLY FIGURED DIMENSIONS SHALL BE USED. ANYDESCREPANCIES MUST BE REFERRED TO THIS OFFICE OTHERWISE NO RESPONSIBILITY WILL BETAKEN BY BALAY. IF IN DOUBT - JUST ASK.5. ALL DIMENSIONS SHALL BE CHECKED ON SITE PRIOR TO COMMENCING CONSTRUCTION.6. THIS DRAWING AND THE MANUFACTURER OF IT'S CONTENTS IS THE PROPERTY OF BALAY ANDIS COPYRIGHT. THIS DESIGN REMAINS THE COPYRIGHT OF BALAY & SHALL NOT BE RETAINED,REPRODUCED OR TRANSMITTED WITHOUT WRITTEN PERMISSION & AUTHOIRITY FROM THEOWNER & PRINCIPAL BUILDING DESIGNER - MATT PIROMALLI

CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

M

54 EVANS ROAD BRAMSTON BEACH

COVER PAGE

matt piromalli

ALAN FLEAY

MP

15595 01

C208-05-2017

02 SCALE 1 : 800

1 LOCALITY MAP

DRAWING SCHEDULE

# SHEET NAME ISSUE REV

01 COVER PAGE 08/05/2017 M

02 FLOOR PLANS & ELEVATIONS 08/05/2017 M

03 CROSS SECTIONS 08/05/2017 J

04 WINDOW & DOOR SCHEDULE 08/05/2017 K

05 FOOTINGS & DRAINAGE PLANS 08/05/2017 B

06 SUSPENDED SLAB & CEILING PLANS 08/05/2017 B

07 LINTEL & BLOCKWORK PLANS 08/05/2017 B

08 ROOF FRAMING PLANS & DETAILS 08/05/2017 B

09 FOOTING DETAILS 08/05/2017 B

SCALE

3 BEACH PERSPECTIVE

SCALE

2 STREET PERSPECTIVE

Issue Revision Description Date

A CONCEPT SKETCHES 19/12/2014

B DESIGN DRAWINGS 06/01/2015

C REDESIGN BASED ON CLIENT SKETCH 30/01/2015

D PRELIMINARY DRAWINGS 05/03/2015

E CLIENT CHANGES 16/03/2015

F REMOVE BOAT GARAGE 18/09/2015

G MIRRORED RESIDENCE 28/10/2015

H CHANGES TO COASTAL WORKS AS REQUESTED BYSTATE DEPARTMENT OF INFASTRUCTURE

05/02/2016

I LODGEMENT TO DEPT INFASTRUCTURE 21/03/2016

J DEPT INFASTRUCTURE CHANGES 16/05/2016

K CLIENT CHANGES - VOID 12/07/2016

L PRELIMINARY WORKING DRAWINGS 20/03/2017

M CONSTRUCTION DRAWINGS 08/05/2017

DN

DN

LOWER FL4.50LOWER FL 4.50

UPPER FL7.90

12

1190128001500

UPPER PITCH10.80UPPER PITCH 10.80

2900

3400

D03

W09

W01

RFG

RNA

A03

A03

RFG

600

6300

SNB

RNB RNC

RNA

SNA

D02

SNA

SNB

TMA

RNA

SNB

DPB

DPE

DPB

GCB

DPB


UPPER FL7.90

1500128001190


2900

3400

6300

D04

RFG

RNC

RNB

RNC

BLABLA

SNB

A03

A03

W16 W18

RNA

RNC

W04

SNASNA

SNB

SNB

SNBSNBRNB

BLD

TMATMA

SNC

RNA

GCB

DPB

DPB

LOWER FL4.50

UPPER FL7.90

40240

UPPER PITCH10.80

LOWER PITCH 7.70

3200

3100

W10

W11

W02

RNC

RFG

RNA

B03

B03

C03

C03

RNB

W05

RFG

RNA

2900

3400

front

bou

ndar

y lin

e

r ear

bou

ndar

y lin

e

W06

RNB

SNB

RNCRND

SNASNA

TMATMA

SNA

SNB

2100

2600

DPB

GCB

DPB

SNB

DPB

DPB

DPB

CA B

LOWER FL4.50

UPPER FL7.90

UPPER PITCH10.80

2900

3400

RNBRNB

RFG

W15

W13W12W17

W03

B03

B03

C03

C03

RFG

W14

W08 W07RNA

RNAD01

W02

SNA

SNB

SNB

RNDRNC

SNA

TMA TMA

TMA

2100

1500

1500

2600

1800

GCB

DPB

DPE

DPESNB

GCB

DPBDPBDPB

C AB

17700 7700 4330

02

4

02

3

02

1

02

2

1

2

VOID OVER

GATE

LIN

E O

F V

OID

OV

ER

LIN

E O

F F

LOO

R O

VE

R

FR

BBQ

4330 7700 17700 10510

FL= 4.50

FL= 4.40

PREPBENCH

SHW

27.2

8 P

LD

24.7

8 O

XX

XX

O S

GD

42.1

0 F

14.1

6 A

L

08.08 AL

20.24 F

920

200 7500200

2370 1200 1730 5700200

5000 1800

COASTAL SETBACK

10010

1800 150070

130070

126070

1530200

3600 5000

200

3300

1800

3390

3500

200

6900

1280

094

020

0

B03

B03

A03

A03

C03

C03

LIVING

ENTRY

KITCHEN

PDR

LAUNDRYWORKSHOP

DOUBLE GARAGE

POOL

TERRACE20.10 F

AC CONDENSOR LOCATION

1500

200

6700

200

5700

1190

200

3300

9300

1190

DRIVEWAY

boun

dary

line

27.2

8 P

LD

PR

OP

OS

ED

10M

CO

AS

TA

L S

ET

BA

CK

LIN

E

24.15 XO SGD

LINENPANTRY

CLOTHESDRYING AREA

GATE

GATE

GATE

20.10 F

20.10 F 20.10 F

LANDSCAPED AREA

GATE

PATH

STEPPING STONES

LANDSCAPED AREA

LIN

E O

F F

LOO

R O

VE

R

LINE OF FLOOR OVER

OH

C1120

10

1A

PANTRYAPPLIANCE RECESS

FR

STEPPING STONES

720 720

920

PLANTER

LINE OF AWNING OVER

940 3960 5100

500

900

50 3300 900 2800 900 2800 900 6600 12000

1000

900

3000

900

1300

50

200

880 2300 900

6650

3700

500

3700

500

1840

100

4080

water blade

PATH

PATH

VOID OVER

vent

DPB DPB DPB

DPBDPBDPB

DPB

DPBDPB

DPB

CA

A

B

B

4330 7700 28210

1

2

FL= 7.90

820

9.81

AL

42.1

0 F

9.58 AL

12.24 XO

17.16 AL08.06 AL 08.06 AL 08.06 AL

24.23 RB

24.23 RB

24.2

9 R

B

110 905300 500

200

100070

393070

53070

4630200

1000

5500 70 3290 70 3570 90 4910 200

2001000

702360

702100

705630 200

2500

200

530

7043

0070

4130

200

800

200

3830

70

53070

430

70

1000

70

2830

200

1000

A03

1280

0

C03

C03

VOID

BRIDGE

BATHENSUITE

LINEN

BED 3

ROBE

BED 2

RO

BE

MASTER BED

ROBE

20.3

6 O

XX

O

20.4

0 O

XX

O

9.53 AL

5400

24.37 RB

2 / 7

20 C

SD

820

820

820

720

HE

AD

BO

AR

D

AWNING OVER BBQ

SHELF

fw

fw

vent

DPB DPB

DPBDPE

DPB

DPBDPBDPBDPB

DPE

C

C

B

B

17700

17700

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

1 : 100

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

M


FLOOR PLANS & ELEVATIONS

matt piromalli

ALAN FLEAY

MP

15595 02

C208-05-2017

02 SCALE 1 : 100

1 ELEVATION 1

02 SCALE 1 : 100

3 ELEVATION 302 SCALE 1 : 100

4 ELEVATION 4

02 SCALE 1 : 100

2 ELEVATION 2

02 SCALE 1 : 100

A LOWER FLOOR PLAN02 SCALE 1 : 100

B UPPER FLOOR PLAN

RESIDENCE AREAS (m2)

LOWER INTERNAL 124.8 m²

UPPER INTERNAL 108.9 m²

GARAGE 61.0 m²

VOID 47.4 m²

TERRACE 45.2 m²

Grand total 387.3 m²

LEGEND - REFER TO INTERIOR DRAWINGS FOR FINISHES...

BLA SELECTED FRAMELESS TOUGHENED GLASS BALUSTRADE FIXED TOWALL FACE WITH STAINLESS STEEL SPIGOTS TO BCAREQUIREMENTS

BLD SELECTED GLASS POOL FENCE TO QLD DEVELOPMENT CODE MP 3.4REQUIREMENTS

DPB 125 DIA. UPVC DOWNPIPE. REFER TO PLUMBING NOTES

DPE 125 DIA. UPVC DOWNPIPE WITH SPREADER OVER MULTIPLE PANSBELOW

GCB 175 COLORBOND FLAT BACK HALF ROUND GUTTER WITH MINIMUMCROSS SECTIONAL AREA OF 11010 sq.mm

RFG COLORBOND ULTRA CORRUGATED ROOF SHEETING. SCREW FIXEDTO PURLINS / BATTENS AS PER MANUFACTURERS INSTRUCTIONS

RNA SELECT RENDER FINISH. REFER TO SPECIFICATION

RNB SELECT RENDER FINISH. REFER TO SPECIFICATION

RNC SELECT RENDER FINISH. REFER TO SPECIFICATION

RND SELECT RENDER FINISH WITH EXPRESS JOINTS @ 400CTS

SNA SELECT STONE CLADDING. REFER TO SPECIFICATION

SNB SELECT STONE CLADDING. REFER TO SPECIFICATION

SNC SELECT STONE CLADDING. REFER TO SPECIFICATION

TMA SELECTED TIMBER. REFER TO SPECIFICATION

ROOM SCHEDULE - REFER TO FINISH SCHEULE FOR FLOOR FINISH

Name Area Floor Finish

LIVING 64.2 m² TILED

ENTRY 9.0 m² TILED

KITCHEN 20.3 m² TILED

PDR 2.6 m² TILED

LAUNDRY 5.0 m² TILED

WORKSHOP 16.0 m² CONCRETE

DOUBLE GARAGE 40.2 m² CONCRETE

POOL 39.4 m² CONCRETE

TERRACE 46.3 m² TILED

VOID 42.9 m² NA

BRIDGE 17.8 m² TIMBER

BATH 8.0 m² TILED

ENSUITE 10.1 m² TILED

LINEN 1.0 m² TILED

BED 3 15.1 m² CARPET

ROBE 1.3 m² CARPET

BED 2 19.1 m² CARPET

ROBE 1.6 m² CARPET

MASTER BED 21.8 m² CARPET

ROBE 2.0 m² CARPET

LINEN 2.7 m² TILED

PANTRY 2.6 m² TILED

STATE & LOCAL PRE - APPROVALSTHIS SET OF DRAWINGS IS TO BE READ IN CONJUNCTION WITH

THE SITE SPECIFIC CONDITIONS SET BY CAIRNS REGIONALCOUNCIL IN DECISION NOTICE 8/7/3327 & CONCURRENCE

APPROVAL FROM THE DLIGP SPL-0316-029074 CONTACT THIS OFFICE FOR A COPY OF THIS REPORT


A CONCEPT SKETCHES 19/12/2014

B DESIGN DRAWINGS 06/01/2015

C REDESIGN BASED ON CLIENT SKETCH 30/01/2015

D PRELIMINARY DRAWINGS 05/03/2015

E CLIENT CHANGES 16/03/2015

F REMOVE BOAT GARAGE 18/09/2015

G MIRRORED RESIDENCE 28/10/2015

H CHANGES TO COASTAL WORKS AS REQUESTED BYSTATE DEPARTMENT OF INFASTRUCTURE

05/02/2016

I LODGEMENT TO DEPT INFASTRUCTURE 21/03/2016

J DEPT INFASTRUCTURE CHANGES 16/05/2016

K CLIENT CHANGES - VOID 12/07/2016

L PRELIMINARY WORKING DRAWINGS 20/03/2017

M CONSTRUCTION DRAWINGS 08/05/2017


UPPER FL 7.90

12


A03

A03

1190128001500

3400

DOUBLE GARAGE

W09

W01

RFG

GCB

RNC

CONCRETE SLAB

600

3400

2900

RNB

CDC

D09

SNB

D05

2900

DPB

TRUSS

BATTENS

200RCM

GCB

SNB100

LOWER FL 4.50 LOWER FL4.50

UPPER FL 7.90 UPPER FL7.90

UPPER PITCH 10.80 UPPER PITCH10.80

LOWER PITCH 7.70 LOWER PITCH7.70

B03

B03

C03

C03

3200

2900

SUSPENDED SLAB

D04

W10

DOUBLE GARAGE

VOID

KITCHENLIVING

TERRACE

MASTER BEDBATHENSUITE

TRUSS

RFG

CONCRETE SLAB

TMA

BLA

RFG

3200

2900

W18

CO

AS

TA

L B

OU

ND

AR

Y L

INE

W09

W05W06

RND

SNB

C AB

17700 7700

10510

510

LOWER FL4.50

UPPER FL7.90

1 2

UPPER PITCH10.80

A03

A03

1500128001190

2900

3400

TRUSS

BATTENS

200RCM

RNA

STUD NONLBW

D11D15

BED 3

LINENROBE

D09

W04

ENSUITE

LIVING

POOL

W11

W02

DPB

RFG

SUSPENDED SLAB

STUD NONLBW

RFG

GCB

CONCRETE SLAB

CEILING CEILING

SNB

200RCM

CEILING

200RCM

POOL

200RCM

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

1 : 50

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

J


CROSS SECTIONS

matt piromalli

ALAN FLEAY

MP

15595 03

C208-05-2017

02 SCALE 1 : 50

B SECTION B

02 SCALE 1 : 50

A SECTION A

02 SCALE 1 : 50

C SECTION C

LEGEND - REFER TO INTERIOR DRAWINGS FOR FINISHES SPECIFICATION

200RCM 200 SERIES REINFORCED CONCRETE MASONRY WALL. REFER TO WALL NOTES

BATTENS ROOF BATTENS. REFER TO ROOF BATTEN NOTES FOR SIZE AND CTS

BLA SELECTED FRAMELESS TOUGHENED GLASS BALUSTRADE FIXED TO WALL FACE WITH STAINLESSSTEEL SPIGOTS TO BCA REQUIREMENTS

CDC SELECTED FIBRE CEMENT CLADDING. REFER TO SPECIFICATION

CEILING CEILING BATTENS AS SCHEDULED. REFER TO NOTES FOR SIZE & CTS

CONCRETE SLAB REINFORCED CONCRETE SLAB. REFER TO FOOTINGS PLAN & DETAILS


GCB 175 COLORBOND FLAT BACK HALF ROUND GUTTER WITH MINIMUM CROSS SECTIONAL AREA OF11010 sq.mm

POOL REFER TO POOL CONTRACTORS DRAWINGS FOR ENGINEERS DESIGN AND CERTIFICATION

RFG COLORBOND ULTRA CORRUGATED ROOF SHEETING. SCREW FIXED TO PURLINS / BATTENS AS PERMANUFACTURERS INSTRUCTIONS

RNA SELECT RENDER FINISH. REFER TO SPECIFICATION

RNB SELECT RENDER FINISH. REFER TO SPECIFICATION

RNC SELECT RENDER FINISH. REFER TO SPECIFICATION

RND SELECT RENDER FINISH WITH EXPRESS JOINTS @ 400CTS

SNB SELECT STONE CLADDING. REFER TO SPECIFICATION

STUD NONLBW NON LOADBEARING TIMBER STUD FRAMED WALL. INTERNAL WALL FINISH U.N.O. TO BEPLASTERBOARD & FIBRE CEMENT TO ALL WET AREAS TYP

SUSPENDED SLAB REINFORCED CONCRETE SUSPENDED SLAB. REFER TO SUSPENDED SLAB PLANS & DETAILS

TMA SELECTED TIMBER. REFER TO SPECIFICATION

TRUSS PRE-FABRICATED ROOF TRUSSES. REFER TO TRUSS NOTES FOR CTS


A PRELIMINARY DRAWINGS 05/03/2015

B CLIENT CHANGES 16/03/2015

C REMOVE BOAT GARAGE 18/09/2015

D MIRRORED RESIDENCE 28/10/2015

E CHANGES TO COASTAL WORKS AS REQUESTED BYSTATE DEPARTMENT OF INFASTRUCTURE

05/02/2016

F LODGEMENT TO DEPT INFASTRUCTURE 21/03/2016

G DEPT INFASTRUCTURE CHANGES 16/05/2016

H CLIENT CHANGES - VOID 12/07/2016

I PRELIMINARY WORKING DRAWINGS 20/03/2017

J CONSTRUCTION DRAWINGS 08/05/2017

DN

TOP OF BANK

TOP OF BANK

KE

RB

& C

HA

NN

EL

METER

OUTDOOR

OUTDOOR

SHOWER

SINK

WATER

POLEPOWER

TELSTRA

2.75 2.75 3.25 3.25 3.75 3.75

3.75

3.25

2.50 2.50 3.00 3.00

3.5

3.50 3.50 4.0 4.00

3.5

3.5

4.0

1

2

4330 7700 17700 10510

1190

1280

0

DEMOLISH BUILDING & REMOVE ALLEXISTING STRUCTURE FROM SITE.

REFER TO SITE PREPARATION NOTES

REMOVE TREE

CA B

NORTH

1 1

2 2

4330 7700 17700 10510

1190

1280

0

FL= 4.50

FL= 4.40

GARAGE

LOWER LEVEL TERRACE

POOL

CROSSOVERin accordancewith FNQROQ

manual

NORTH

EXISTING

EXISTING

PLANTER

CA B

10004

1

2

1280

0

D17

D11

D15

W10

W11

W15W13 W12 W17W14

W18

W16

D14

D16

D18

D10

D19 D13

D12

RFC

RFC

RFG

RFG RFG

RFG

GCB

GCB

GCB

GCBDPB

DPB DPB DPB

DPB DPB

DPB

1°

22°

22°

22°

22°

C

C

A

A

B

B

7700 17700

7700 17700

1

2

D03

D04

D05

W01

W03

W04

W02

1280

0

W05W06

D02

W07 W08

D09

D01

D08

D07

D06

C

C

A

A

B

B

7700 17700

7700 17700

25°

25°

25°

GCB

GCB

RFG

B03

B03

A03

A03

C03

C03

22°

22°

22°

25°

22°

RFG

RFG

RFG

GCBGCB

GCB

DPB

DPB

DPB

DPB

DPB

DPEDPE

DPB

DPB

box gutteroverflow

through pfc

box gutteroverflow

through pfc

RFC

GBA

DPB

1°

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

K


WINDOW & DOOR SCHEDULE

matt piromalli

ALAN FLEAY

MP

15595 04

C208-05-2017

SU

MM

ER

BR

EE

ZE

S

WINTER

BREEZES

WINTER SUN

SUMMERSUN

02 SCALE 1 : 200

7 CONTOUR PLAN02 SCALE 1 : 200

6 SITE PLAN

02 SCALE 1 : 100

5 UPPER WINDOW SCHEDULE

02 SCALE 1 : 100

4 LOWER WINDOW SCHEDULE

WINDOW SCHEDULE

Mark Description Ref Width Height Ref Level Sill Height Head Height Frame Material Glazing Finish

01 SINGLE PANEL FIXED GLASS WINDOW F 1,000 mm 4,200 mm LOWER FL 200 mm 4400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH GREY GLASS


03 SINGLE PANEL VARIABLE ALUMINIUM BLADE LOUVRE - TIMBER FINISH AL 800 mm 800 mm LOWER FL 1,600 mm 2400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH POWDERCOAT ALUMINIUM - TIMBER FINISH

04 MULTI PANEL VARIABLE ALUMINIUM BLADE LOUVRE - TIMBER FINISH AL 1,600 mm 1,400 mm LOWER FL 1,000 mm 2400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH POWDERCOAT ALUMINIUM - TIMBER FINISH





09 MULTI PANEL VARIABLE ALUMINIUM BLADE LOUVRE - TIMBER FINISH AL 8,100 mm 900 mm UPPER FL 1,500 mm 2400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH POWDERCOAT ALUMINIUM - TIMBER FINISH


11 DOUBLE PANEL SLIDING GLASS WINDOW XO 2,400 mm 1,200 mm UPPER FL 800 mm 2000 mm POWDERCOAT ALUMINIUM - TIMBER FINISH GREY GLASS

12 SINGLE PANEL VARIABLE ALUMINIUM BLADE LOUVRE - TIMBER FINISH AL 600 mm 800 mm UPPER FL 1,600 mm 2400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH POWDERCOAT ALUMINIUM - TIMBER FINISH



15 MULTI PANEL VARIABLE ALUMINIUM BLADE LOUVRE - TIMBER FINISH AL 1,600 mm 1,700 mm UPPER FL 700 mm 2400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH POWDERCOAT ALUMINIUM - TIMBER FINISH

16 FOUR PANEL SLIDING GLASS WINDOW OXXO 3,600 mm 2,000 mm UPPER FL 200 mm 2200 mm POWDERCOAT ALUMINIUM - TIMBER FINISH GREY GLASS


18 FOUR PANEL SLIDING GLASS WINDOW OXXO 4,000 mm 2,000 mm UPPER FL 200 mm 2200 mm POWDERCOAT ALUMINIUM - TIMBER FINISH GREY GLASS

DOOR SCHEDULE

Mark Description Ref Width (Approx.) Height (Approx.) Level Head Height Frame Material Glazing & Finish

01 TWO PANEL SLIDING GLASS DOOR XO SGD 1,500 mm 2,400 mm LOWER FL 2,400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH PAINT

02 METAL PANEL LIFT GARAGE DOOR PLD 2,800 mm 2,700 mm LOWER FL 2,600 mm METAL POWDERCOAT ALUMINIUM - TIMBER FINISH

03 METAL PANEL LIFT GARAGE DOOR PLD 2,800 mm 2,700 mm LOWER FL 2,600 mm METAL POWDERCOAT ALUMINIUM - TIMBER FINISH

04 SIX PANEL SLIDING GLASS DOOR OXXXXO SGD 7,800 mm 2,400 mm LOWER FL 2,400 mm POWDERCOAT ALUMINIUM - TIMBER FINISH GREY GLASS

05 SINGLE 820 HINGED TIMBER DOOR 920 900 mm 2,400 mm LOWER FL 2,400 mm TIMBER PAINT




09 SINGLE 820 HINGED TIMBER DOOR 1120 1,200 mm 2,400 mm LOWER FL 2,400 mm TIMBER POWDERCOAT ALUMINIUM - TIMBER FINISH

10 DOUBLE CAVITY SLIDING DOOR 2 / 720 CSD 1,440 mm 2,400 mm UPPER FL 2,400 mm TIMBER PAINT

11 THREE PANEL SLIDING ROBE DOOR RB 2,300 mm 2,400 mm UPPER FL 2,400 mm TIMBER PAINT

12 SINGLE 720 HINGED TIMBER DOOR 720 800 mm 2,400 mm UPPER FL 2,400 mm TIMBER PAINT








02 SCALE 1 : 100

3 ROOF PLAN



DPE 125 DIA. UPVC DOWNPIPE WITH SPREADER OVERMULTIPLE PANS BELOW

GBA STAINLESS STEEL BOX GUTTER. DEPTH DETERMINED BYROOF STRUCTURE. WIDTH & FALL DETERMINED BYHYDRAULIC CONSULTANT.

GCB 175 COLORBOND FLAT BACK HALF ROUND GUTTER WITHMINIMUM CROSS SECTIONAL AREA OF 11010 sq.mm

RFC STRAMIT COLORBOND ULTRA - SPEED DECK ULTRA ROOFSHEETING OR EQUIVALENT. FIXED TO PURLINS / BATTENSAS PER MANUFACTURERS INSTRUCTIONS

RFG COLORBOND ULTRA CORRUGATED ROOF SHEETING.SCREW FIXED TO PURLINS / BATTENS AS PERMANUFACTURERS INSTRUCTIONS

SITE SURVEY & LEVELSUNDERTAKEN BY:JOB NUMBER:

CONTOURS REPRESENTED ON THIS PLAN WERE TRANSMITTEDDIRECTLY FROM SITE SURVEY SUPPLIED BY COMPANY NAMED ABOVEBUILDER TO VERIFY ALL LEVELS, EXISTING ONSITE SERVICES, EXTENT OFTOPOGROPHY, LANDSCAPING ETC NOTED ON THIS SET OF PLANS &REPORT ANY DESCREPANCIES TO THIS OFFICE FOR AUTHORIZATIONPRIOR TO COMMENCING CONSTRUCTION

STAN NOWAK306 / 12 / 2014

PROPERTY INFORMATION

LOT NUMBERPLAN NUMBERLOCALITYSITE AREA

201B8774BRAMSTON BEACH607 m2

WIND CLASS C1SERVICABILITY WIND PRESSURE

0.80 KPa - GENERAL NOTES1.06 KPa - a1.33 KPa - a / 2

WIND CLASS C2SERVICABILITY WIND PRESSURE

0.96 KPa - GENERAL NOTES1.27 KPa - a1.59 KPa - a / 2a = 2.8m

ULTIMATE WIND PRESSURE


ULTIMATE WIND PRESSURE


WINDOW & DOOR SIZES ARE NOMINAL ONLY.ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR TO FABRICATION.ALL HEAD & SILL HEIGHTS ARE TAKEN FROM THE REFERENCE LEVELPROVIDED.PROVIDE DOOR SEALS TO ALL EXTERNAL DOORS & INTERNAL DOORSINTO ROOMS WITH AIR CONDITIONING.GLAZING TO AS1288-1994. CERTIFICATE TO BE SUPPLIED.APPLY 3 COATS TO ALL DOORS & WINDOWS WITH PAINT NOMINATED ASFINISH. FLYSCREENS TO ALL OPENING SASHES, INCLUDING LOUVERS

WINDOW & DOOR NOTES


A REDESIGN BASED ON CLIENT SKETCH 30/01/2015

B PRELIMINARY DRAWINGS 05/03/2015

C CLIENT CHANGES 16/03/2015

D REMOVE BOAT GARAGE 18/09/2015

E MIRRORED RESIDENCE 28/10/2015

F CHANGES TO COASTAL WORKS AS REQUESTED BYSTATE DEPARTMENT OF INFASTRUCTURE

05/02/2016

G LODGEMENT TO DEPT INFASTRUCTURE 21/03/2016

H DEPT INFASTRUCTURE CHANGES 16/05/2016

I CLIENT CHANGES - VOID 12/07/2016

J PRELIMINARY WORKING DRAWINGS 20/03/2017

K CONSTRUCTION DRAWINGS 08/05/2017

1 1

2 2

B03

B03

A03

A03

C03

C03

4.00 3.003.50 3.253.75

4.00

3.75

3.00

2.75

2.50

2.502.75

3.75

NATURAL STONE PATH.REFER TO FINISHES SCHEDULE

SF3 SF5

SF

3

SF5

SF5 SF5 SF5

SF

5

SF6

FW1 FW1

SF

5S

F4

SF

4

1300

900

3000

900

1000

50

50 3300 900 2800 900 2800 900 6600 12000

SF4 SF4 SF4

SF

4

50200

880 2300 900

4330 7700 7700 940 3960 5100

900

500

POOL STRUCTURE TO SUPPORTRESIDENCE'S COLUMNS

REFER TO ENGINEERS DRAWINGS

GARAGE

2-N12 x 1500 LONG BARSSET MID-DEPTH IN SLAB.

40 COVER TO CORNER TYP.

FALL50 mm

STEP

100mm

FL= 4.40

FL= 4.50 FL= 4.45

LOWER FLOOR TERRACE

6000

890



PLANTER

FL= 4.20


manual

SF

1S

F1

F1

F7

F7

F7

TILED

F1STEP

300mmFALL

20 mm

F1

F3

F3

F1 FALL

30 mm

STEP

50mm

STEPPINGSTONES

FA

LL F

GL

FALL FGL

F4

F4

F4

F6

F4

F2

F1

F4

F3

F1 F2

SF

1

F8

TH2TH

3

FW1

F2 F2

F2

F2

F2

F3

10480 900

REFER TO ENGINEER'S DETAIL

REFER TO ENGINEER'S DETAIL

SF2

TH1

STEPPING STONES. REFER TO INTERIOR DRAWINGS

CA B

1

2

B03

B03

A03

A03

C03

C03

POOL STRUCTURE TO SUPPORTRESIDENCE'S COLUMNS

REFER TO ENGINEERS DRAWINGS

STEPPING STONES

GARAGEFL= 4.40

FL= 4.50 FL= 4.45

LOWER FLOOR TERRACE

PROPOSED 12m2 WASTE TREATMENT AREAREFER TO WASTE WATER MANAGEMENT REPORT

WASTE WATERTANK

PROPOSED 12m2 WASTE RESERVE AREAREFER TO WASTE WATER MANAGEMENT REPORT

2000

2000

2000

890NATURAL STONE PATH.

REFER TO FINISHES SCHEDULE

FL= 4.20


manual

dfw

FALL FGL

FALL FGL

FA

LL F

GL

STEPPINGSTONES

FALL FGLFALL FGL

FA

LL F

GL

S.S GRATEDSTORM WATER

GULLY

FALL FGL

S.S GRATEDSTORM WATER

GULLY

PLANTER

wcfw

van dfw tub

sk

stack

ij ij ij ij ijrj

rj

io

ij

org

2730 6000 2000 900

sew

er li

ne -

refe

r to

note

s

sewer line - refer to notes

DPB

DPB DPB DPB

DPB

DPB

DPBDPBDPB

DPB DPB

7700 1800

3500

8700

3900

800

9300

1190

3600 3000 5200 5000 200

400

1000

3700

7100

250

1840

500

3700

500

3700

800

400

3500

300

1549

0

7700 7800 800 9100 500

400

200

7300200

6200 9000 1400 200

4330 24300

1600

9300

940

9100

4700

CA B

4330 7700 17700

1190

1280

015

00

1200 3000 - RESIDENTIAL (REFER NOTE 10) 1200CONSTRUCTIONJOINT

CONCRETE FOOTPATH, WHERE REQUIRED SHALLBE RECONSTRUCTED TO MATCH NEATLY TODRIVEWAY SKAB (1:14 MAXIMUM GRADE)

PROPERTY BOUNDARY

WID

TH

VA

RIE

S

CONSTRUCTIONJOINT

PLAN

1200 VARIABLE FOOTPATH WIDTH

ROAD

PR

OP

ER

TY

BO

UN

DA

RY

DRIVEWAY AS NOTED75mm MINIMUM COMPACTED GRAVELTO 98% STANDARD UNDER CROSSOVER

VARIABLE SLOPETO SUIT PROPERTY

MAX. GRADE 3%

EXPANSION JOINT

RESIDENTIAL VEHICLE CROSSING

KE

RB

HE

IGH

T

TO

MA

TC

H

KE

RB

INV

ER

T

NOTES1. ALL JOINTS TO EXISTING KERBS SHALL BE SAWCUT PRIOR TO BREAKING OUT CONRETE FOR REMOVAL2. CONCRETE IS TO BE N25 min. IN ACCORDANCE WITH AS1379 AND AS3600.3. ALL CONCRETE TO BE BROOM FINISHED.4. WHERE A CONCRETE FOOTPATH ABUTS A CROSSING AN EXPANSION JOINT SHALL BE INSTALLED.5. EXPANSION JOINTS TO BE 10mm THICK, CLOSED CELL CROSS LINKED POLYETHYLENE FOAM (85-150kg/m)6. DEPTHS OF CONCRETE AND REINFORCING STEEL SHOWN ARE MINIMUM REQUIREMENTS FOR GOOD FOUNDATIONS AND AVERAGE TRAFFIC LOADING.WHERE THIS DOES NOT APPLY, DEPTHS OF CONCRETE AND REINFORCING STEEL SHALL BE INCREASED TO SUIT SPECIFIC CONDITIONS.7. WHERE AN EXISTING FOOTPATH IS PRESENT IT IS TO BE SAWCUT AND AN EXPANSION JOINT PROVIDED.8. SUBGRADE TO BE COMPACTED TO 95% STANDARD.9. ALL DIMENSIONS ARE IN MILLIMETRES.

DRIVEWAYEXTENT OF 100 THICK EXPOSED AGGREGATE DRIVEWAY SLAB SHOWN AS INDICATIVE ONLY, BUILDER TO VERIFY EXACT EXTENT WITHCONTRACTOR ON SITE PRIOR TO COMMENCING CONSTRUCTION. THIS OFFICE IS TO BE NOTIFIED IF DRIVEWAY DOES NOT COMPLY WITH ANYPART OF THE QDC 6.0, OTHERWISE NO RESPONSIBLE WILL BE TAKEN BY BALAY. N20 STRENGTH IN ACCORDANCE WITH AS1379 & AS3600.REINFORCEMENT FABRIC TO BE IN ACCORDANCE WITH AS1304 with 50mm COVER (F82min). EXPANSION JOINTS TO BE 10mm THICK, FULL DEPTHCLOSED CELL CROSS LINKED POLYETHYLENE FOAM (85 - 150 kg/m3

DRIVEWAY AS NOTED

COUNTERSUNK TREAD FIXING

12mm TOP PLATE4 / M12 THRU BOLTS TO SLAB

EX. 150UC30 SITE WELD TO RHS

150 x 100 x 5.0 RHSSTEEL STRINGER

12mm BASE PLATE4 / M12 BOLTS TO SLAB

150 x 100 x 5.0 RHSSTEEL STRINGER

POLISHED HWD TIMBER TREADS

STAIR CONSTRUCTION TO COMPLYWITH PART 3.9 OF THE BCA

max

125

STAIR DETAILSCALE 1 : 10

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

B


FOOTINGS & DRAINAGE PLANS

matt piromalli

ALAN FLEAY

MP

15595 05

C208-05-2017

02 SCALE 1 : 100

3 FOOTING PLAN

02 SCALE 1 : 100

4 SLAB SET OUT & DRAINAGE PLAN

PLUMBING LEGENDPLUMBING LAYOUT DIAGRAMMATIC ONLY. LICENCED PLUMBER TO NOTIFYTHIS OFFICE IF DIAGRAMATIC LAYOUTS INDICATED ON THIS SET OF PLANSIS NOT SUITABLE OR NON-COMPLIANT PRIOR TO BUILDER LODGINGBUILDING APPLICATION. REFER TO PLUMBING NOTES IN THIS DRAWING SET

sk SINKvan VANITY BASINshw SHOWERbth BATHwc WATER CLOSET SUITEtub LAUNDRY TUBfw FLOOR WASTE GULLYdfw DRY FLOOR WASTEorg OVERFLOW RELIEF GULLYij INSPECTION JUNCTIONrj RODDING JUNCTIONff FROG PLAPvp VENT PIPEorg OVERFLOW RELIEF GULLYdp DOWN PIPE MIN.100Ø U.N.O.hc HOSE COCKfg STAINLESS STEEL FIELD GULLYhwu LOCATION OF HOT WATER UNIT BY BUILDER. U.N.O.

CONCRETE SLAB ON GROUNDU.N.O. THICK CONCRETE REINFORCED BY SL MESH, 30 TOPCOVER ( INTERNAL ) 40 TOP COVER (EXTERNAL) & 1 / N12 TRIMMERALL ROUND. LAID ON 200um VISQUEEN LAPPED 200mm MIN & SEALEDAT JOINTS & PENETRATIONS WITH AN APPROVED TAPE ONGRANULAR FILL COMPACTED TO 98% SRDD. REFER TOCONSTRUCTION NOTES FOR CONCRETE GRADE

100 82

SOIL REPORT DETAILSUNDERTAKEN BY:

SOIL CLASSIFICATION:REPORT No:

DIRT PROFESSIONALS

CLASS 'S'17079


A PRELIMINARY WORKING DRAWINGS 20/03/2017

B CONSTRUCTION DRAWINGS 08/05/2017

B03

B03

A03

C03

C03

VOID UPPER FLOOR

SUSPENDED SLAB

280 TK

FL= 7.90

WALLS UNDER SHOWNDASHED. NOT TOENCROACH INTO

SOFFIT OF SLAB. TYP.

30mmSHOWERRECESS

30mm SHOWERRECESS

wc wcbth

shw fw

van

fwvan

shw

stack

3 N16 - 300 T/U EXTRA

N12 - 300 T/U

STAGGER LAPS 1500 MIN600 MIN LAPS DRAPEDTHROUGH STEPS & SET DOWNS

N12

- 30

0 T

/O

ST

AG

GE

R L

AP

S 1

500

MIN

600

MIN

LA

PS

DR

AP

ED

TH

RO

UG

H S

TE

PS

& S

ET

DO

WN

S

N12

- 30

0 T

/O

ST

AG

GE

R L

AP

S 1

500

MIN

600

MIN

LA

PS

DR

AP

ED

TH

RO

UG

H S

TE

PS

& S

ET

DO

WN

S

3 N

16 -

300

T/O

EX

TR

A

3000

6000

500 5400 5300 1000 500

200 5300 12700

800

4200

5100

400

1050

0

6700 400 4600 1000

12700

18200

2200

7100

1200

1050

0

B03

B03

A03

A03

C03

3 N20 - 150 B/U EXTRA

4 N

16 -

300

B/O

EX

TR

A

4 N

16 -

300

B/O

EX

TR

A

3 N

16 -

300

B/O

EX

TR

A

3 N16 - 300 B/O EXTRA

6 N20 - 300 B/U EXTRA

6 N20 - 300 B/U EXTRA

4 N

16 -

300

B/O

EX

TR

A

N16 - 150 B/U

N16

- 15

0 B

/O

6000

6000

N16

- 15

0 B

/O

1

2 2

B03

B03

A03

A03

C03

C03

REFER TO UPPERCEILING PLAN

VOID

VERIFY ALL HEIGHTS & DIMENSIONS WITHTHE REFLECTED CEILING PLAN & DETAILS

WITHIN THE INTERIOR DRAWING SET

1100

1100 1100

1110

1280

0

STAIRS

LIVING TERRACE

LAUNDRYPDRPANTRY

DOUBLE GARAGE

PBAPBA

PBA

PBA

from -LOWER FL

cl : 3000 approx

from -LOWER FL

cl : 2700 approx

from -LOWER FL

cl : 2850 approx

PBB

FCB

FCB

from -LOWER FL

cl : 2850 approx

FCA

FCA

FCA

FCA

from -LOWER FL

cl : 3150 approx

from -LOWER FL

cl : 3150 approx

from -LOWER FL

cl : 3150 approx

from -LOWER FL

cl : 3150 approx

PBBPBB PBB

PBA

PBA

from -LOWER FL

cl : 2500 approx

C

C

A

A

B

B

7700 17700

7700 17700

A03

A03

C03

C03

TGB

TGB

PBA

PBA

PBBPBB

PBA

PBA

PBA

PBAPBA

TGB

TGB

TGB

TGB

VERIFY ALL HEIGHTS & DIMENSIONS WITHTHE REFLECTED CEILING PLAN & DETAILS

WITHIN THE INTERIOR DRAWING SET

from -UPPER FL

cl : 2850 approx

from -UPPER FL

cl : 2850 approx

from -UPPER FL

cl : 2850 approx

from -UPPER FL

cl : 2850 approx

from -UPPER FL

cl : 2850 approx

from -UPPER FL

cl : 2850 approx

BATH ENSUITE

VOID

BED 3

BED 2

MASTER BED

from -UPPER FL

cl : 2400 approx

TGB

C

C

B

B

17700

ELEMENT

PILECAPS, PAD & STRIP FOOTINGS

BORED PIERS

STAIRS

SUSPENDED SLABS

BEAMS

COLUMNS

SLAB ON GROUND

65mm 65mm

75mm 75mm

40mm 20mm

40mm 20mm

40mm 40mm

40mm 40mm

40mm 20mm

REINF. COVER REINF. COVER

EXPOSEDTO

WEATHER

NOTEXPOSED TO

WEATHER

U.N.O. IN THE DRAWINGS

BAR

N12

N16

N20

N24

N28

N32

N36

MIN. LAP LENGTHS

LAP LENGTH

600

750

950

1150

1350

1600

1900

SUSPENDED SLABS

TYPICALLY, TOP OF REINFORCED CONCRETE COLUMNS AND CONCRETEMASONRY WALLS SUPPORTING SUSPENDED SLABS NOT TO ENCROACHINTO SOFFIT OF SLAB

TYICALLY, PROVIDE APPROVED WATERPROOFING MEMBRANE TO TOP OFALL EXTERNAL SUSPENDED SLABS

TO

PL

AN

RE

FE

R

REFER TO GENERAL CONCRETE NOTES FORCONCRETE GRADE

TOP OVER (TO)

TOP UNDER (TU)

BOTTOM OVER (BO)

BOTTOM UNDER (BU)

20 COVER INTERNAL40 COVER EXTERNAL

20 COVER INTERNAL

40 COVER EXTERNAL

GENERAL PLACEMENT DIAGRAM U.N.O.SUSPENDED CONCRETE FLOOR

NOTE:ALL 12mm REINFORCEMENTTO BELAPPED A MINIMUM OF 600mm.ALL 16mm REINFORCEMENTTO BELAPPED A MINIMUM OF 750mm.

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

B


SUSPENDED SLAB & CEILING PLANS

matt piromalli

ALAN FLEAY

MP

15595 06

C208-05-2017

02 SCALE 1 : 100

1 SUSPENDED SLAB PLAN - TOP STEEL

02 SCALE 1 : 100

2 SUSPENDED SLAB PLAN - BOTTOM STEEL

02 SCALE 1 : 100

3 LOWER CEILING PLAN02 SCALE 1 : 100

4 UPPER CEILING PLAN


FCA FIBRE CEMENT EAVE LINING - RAKING EAVE - BUTT FINISH(NO PVC STRIPS) INSTALLED TO MANUFACTURERSINSTRUCTIONS

FCB FIBRE CEMENT EAVE LINING - BOXED EAVE - BUTT FINISH(NO PVC STRIPS) INSTALLED TO MANUFACTURERSINSTRUCTIONS

PBA 10mm FLUSH FINISHED PLASTERBOARD INSTALLED TOMANUFACTURERS INSTRUCTIONS

PBB 10mm FLUSH FINISHED HIGH MOISTURE RESISTANTPLASTERBOARD INSTALLED TO MANUFACTURERSINSTRUCTIONS

TGB SELECTED HWD TONGUE & GROOVE TIMBER SOFFIT LINING- BOXED EAVE

CEILING BATTENS

40 x 35mm TIMBER CEILING BATTENS INSTALLEDTO MANUFACTURERS INSTRUCTIONS.

40 x 35mm TIMBER CEILING BATTENS ANDDROPPERS INSTALLED TO MANUFACTURERSINSTRUCTIONS.

40 x 35mm TIMBER CEILING BATTENS INSTALLEDTO MANUFACTURERS SPECIFICATION.

40 x 35mm TIMBER CEILING BATTENS ANDDROPPERS INSTALLED TO MANUFACTURERSINSTRUCTIONS.

RONDO KEYLOCK CONCEALED SUSPENDEDCEILING SYSTEM OR EQUIVELANT or40 x 35mm TIMBER CEILING BATTENS ANDDROPPERS INSTALLED TO MANUFACTURERSINSTRUCTIONS.

PLASTERBOARDTYP:

PLASTERBOARD TOU/S OF SLAB:

EAVES (RAKING):

EAVES BOXED:

DROPPED INTERNALCEILING




L1SCALE 1 : 20

1-N16 TOP

1-N16 BTM

L8 LIGS @ 1000 CTS

L3SCALE 1 : 20

1-N16 TOP

1-N16 BTM

L8 LIGS @ 200 CTS

L2SCALE 1 : 20

2-N16 TOP

2-N16 BTM

L8 LIGS @ 200 CTS

2-N16 BTM

N12 @ 600 CTS500 LEG

SUSPENED SLABREINFORCEMENT. REFERTO SUSPENDED SLAB PLAN

L4SCALE 1 : 20

1

2

B03

B03

A03

A03

C03

C03

1190

1280

015

00

HATCHED AREA DENOTESEXCTENT OF FLOOR ABOVE

STAIRS

BBQ AWNING

EN

TR

YA

WN

ING

900 1000 4200 1000 2400 1800 800 1700 1500200

500 2400 700 800 400 4600 500 500

500

2800

500

2800

500

2300

1200

200

1000

400

600

500 1000 4500 1000

300

600

400

4600

300

3900

300

1000

7800

500

200

4000

200

4900

200

1200

1190

1050

023

0015

00

1549

0

4330 7300 200 6200 10206 495 1000

900

900

900

900

L1 L1 L1 L1

L1

L3

L3

L1 L1

L1

L1

L1

L4

L4

L4

L4

L4

L4L4

L1

L1

H = 3200

H = 3200

H =

320

0

H =

320

0

H =

320

0

H =

320

0

H = 3200H = 3200

H =

320

0

H =

320

0

H =

490

0

U/S = 2400

U/S

= 2

400

U/S

= 2

400

U/S = 2400

U/S

= 2

400

U/S

= 2

400

U/S = 2600

U/S = 2600

U/S

= 2

400

U/S

= 2

400

U/S

= 3

000

1000

1600

900

U/S

= 2

400

U/S

= 2

800 U

/S =

280

0

U/S = 2800

U/S = 2800

U/S

= 2

800

U/S

= 2

800

U/S = 2400

U/S = 3200

U/S = 2400

U/S = 3200

U/S = 4400

H = 4900

H = 3600H = 3600H = 3600

H = 3120

H = 3120

H =

312

0

H = 3120

H =

312

0

H =

312

0

H = 3120

H = 3120

H =

312

0

H =

312

0

L4

BOX GUTTER

BO

X G

UT

TE

R

C

C

A

B

12030 17700

4330 25400

A03

A03

C03

C03

5500 1500 600 500 600400

600 700 1600 200400 4600 1000

6000 2200 2400 800 5300 1000

800

400

3600

200

400

4000

700

400

1000

1310

9081

0090

1050

0

1050

0

900

900

900

1010

1010

1010

L1 L1 L1 L1

L2

L2

L3

H =

290

0

H =

290

0

H =

290

0

H =

290

0

H =

252

7

H = 2900

H = 2900

H =

290

0

H = 2900

H =

290

0

U/S

= 2

000

U/S = 2200

U/S = 2200

U/S

= 2

400

U/S

= 2

400

U/S

= 2

400

U/S

= 2

400

U/S

= 2

400

U/S = 2400

U/S

= 2

400

C

C

B

B

17700

17700

A03

A03

C03

C03

H =

252

7

H =

290

0

H =

290

0

H = 2900

H =

290

0

H = 2900

H =

290

0

H =

290

0

H = 2811

H =

290

0

H =

280

7

H = 2667

H = 2900

H = 2900

H = 2900

H =

290

0

1010

1010

1010

900

900

900

900

BW1

BW

1

C

C

B

B

1 1

2 2

H = 3600

H =

490

0

H =

312

0

H = 3120

H = 3120

H =

390

0

H = 4900

H = 3120

H = 3120

H =

312

0

H = 3120

H = 3120

H =

312

0

H =

312

0

H =

312

0

H =

490

0

H = 4900

H = 3200

H =

320

0

H = 3200

H = 3200

H =

320

0

H =

312

0

5300

900

900

900

900

C

C

A

A

B

B

4330 7700 17700

1280

0

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

B


LINTEL & BLOCKWORK PLANS

matt piromalli

ALAN FLEAY

MP

15595 07

C208-05-2017

02 SCALE 1 : 100

3 LOWER LINTEL PLAN

02 SCALE 1 : 100

4 UPPER LINTEL PLAN

02 SCALE 1 : 100

1 UPPER BLOCK HEIGHT PLAN02 SCALE 1 : 100

2 LOWER BLOCK HEIGHT PLAN

PLYWOOD BRACING WALLSDENOTES PLYWOOD BRACING WALL TO BE FIXED ONONE SIDE OF WALL IN ACCOR WITH MANUF SPEC &AS1684.3 FOR 6.4 kN/m RACKING RESISTANCE.

DENOTES PLYWOOD BRACING WALL TO BE FIXED ONBOTH SIDES OF WALL IN ACCORDANCE WITH MANUFSPEC & AS1684.3 FOR 12 kN/m RACKING RESISTANCE.

- TOP & BOTTOM PLATES - 45 x 90 MGP10- PROVIDE M12 CYCLONE RODS @ EACH END OFBRACING WALL AND AT 1800 CTS MAX. U.N.O.- PROVIDE ANTI-RACKING CLEATS TO TOP OF BRACINGWALLS IN ACCORDANCE WITH 1684.3 - CYCLONIC

BW1

BW2

LINTEL HEIGHT LEGEND

U/S = 12345 12345mm FROMTO UNDERSIDE OF LINTEL UNLESS NOTED OTHERWISE

HEIGHTS ARE APPROXIMATE ONLY AND TO BE USED ASA GUIDE THAT MUST BE VERIFIED BY THE BUILDER.HEIGHTS DO NOT TAKE INTO CONSIDERATION STEPS &FALLS FROM NOMINATED FL - REFER TO FOOTINGS PLAN

LOWER FL

WALL HEIGHT LEGENDH = 12345 12345mm FROM

TO TOP OF WALL UNLESS NOTED OTHERWISE

HEIGHTS ARE APPROXIMATE ONLY AND TO BE USED AS AGUIDE THAT MUST BE VERIFIED BY THE BUILDER.HEIGHTS DO NOT TAKE INTO CONSIDERATION STEPS &FALLS FROM NOMINATED FL - REFER TO FOOTINGS PLAN

LOWER FL

LINTEL HEIGHT LEGEND

U/S = 12345 12345mm FROMTO UNDERSIDE OF LINTEL UNLESS NOTED OTHERWISE

HEIGHTS ARE APPROXIMATE ONLY AND TO BE USED ASA GUIDE THAT MUST BE VERIFIED BY THE BUILDER.HEIGHTS DO NOT TAKE INTO CONSIDERATION STEPS &FALLS FROM NOMINATED FL - REFER TO FOOTINGS PLAN

UPPER FL

WALL HEIGHT LEGENDH = 12345 12345mm FROM

TO TOP OF WALL UNLESS NOTED OTHERWISE

HEIGHTS ARE APPROXIMATE ONLY AND TO BE USED AS AGUIDE THAT MUST BE VERIFIED BY THE BUILDER.HEIGHTS DO NOT TAKE INTO CONSIDERATION STEPS &FALLS FROM NOMINATED FL - REFER TO FOOTINGS PLAN

UPPER FL

LOAD BEARING STUD WALLSEXTERNAL & INTERNAL LOAD BEARING WALLSSTUDS - 90 x 35 MGP12 @ 450 CTS. (HEIGHT< / eq 3000) - 90 x 35 MGP12 @ 300 CTS. (HEIGHT< / eq 3300) - 90 x 45 MGP12 @ 300 CTS. (HEIGHT> 3300) - 90 x 35 MGP12 NOGGINGS @ 1350 CTS

TOP PL - 2 / 45 x 90 MGP12BTM PL. - 35 x 90 MGP12 TO CONCRETE FLOOR - 45 x 90 MGP12 TO TIMBER FLOORS

CYCL RDS- M12 GALV. CYCLONE RODS @ ENDS, CORNERS, EACH SIDE OF OPENINGS AND 1200 CTS MAX BETWEEN U.N.O. - PROVIDE 2 / M12 CYCLONE RODS @ GIRDER TRUSS

BRACING WALLS INSTALLED IN ACCORD WITH DETAILS PROVIDED BYSTRUCTURAL ENGINEER. REFER RELEVANT DRAWINGS FOR INFO.

NUMBER OF STDS BESIDE OPENING1 STUD = 900 WIDTH 2 STUDS = 1200 - 2100 WIDTH3 STUDS = 2400 - 3000 4 STUDS = 3300 - 4000 WIDTH

LINTELS - UNLESS NOTES OTHERWISESPAN (hyneLVL) SPAN (hyneLVL)900 90 x 45 2400 200 x 451200 130 x 45 2700 245 x 451500 150 x 45 3000 2 / 245 x 451800 170 x 45 36002100 170 x 45 4000

NON LOAD BEARING STUD WALLSINTERNAL WALLS

STUDS - 70 x 35 MGP10 @ 450 CTS. - 70 x 35 MGP10 NOGGINGS @ 1350 CTS

TOP & BTM PL. - 35 x 70 MGP10

BLOW IN WALLS

STUDS - 70 x 35 MGP10 @ 350 CTS. - 70 x 35 MGP10 NOGGINGS @ 1350 CTS

TOP PL. - 35 x 70 MGP10 - FIXED TO CEILING BATTENS BY 2 / No. 3.15 dia.x 75 GROOVED NAILS TO EACH

BATTEN PASSING OVER TOP PLATEBTM PL. - 35 x 70 MGP10 RAMSET TO CONCRETE SLAB @ 900 CTS




150 150

75 x 12 TK TOP PLATE1 / M16 600 LONG HD BOLTCOGGED INTO RCM WALL

SPECIFIED STEEL ROOF BEAM.REFER TO STRUCTURAL LEGENDFOR SIZE8 TK END PLATE

VERTICAL REINFORCINGREFER TO WALLREINFORCEMENT NOTES

200 SERIES REINFORCED CONCRETEMASONRY BLOCK WALLS. REFER TO WALLREINFORCEMENT NOTES

100 x 38 F11 WALL PLATE CHEMSET TOMASONRY WALL WITH 1 /M16 @ EACH TRUSS1 / HOT DIP GALV FRAMING ANCHOR TO TRUSS

VERTICAL REINFORCING REFERTO STRUCTURAL NOTES

200 SERIES REINFORCED CONCRETEMASONRY BLOCK WALLS. REFER TOCONSTRUCTION NOTES

PRE-FABRICATED ROOF TRUSSES AT 900 MAX.CTS. ERECTED & BRACED IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS & TOCOMPLY WITH AS 4440. REFER TO TRUSSMANUFACTURERS DRAWINGS

100 x 38 F11 WALL PLATE CHEMSET TO MASONRYWALL WITH 1 /M16 @ EACH TRUSS1 / HOT DIP GALV FRAMING ANCHOR TO TRUSS

COLORBOND FLASHING

HOT DIP GALVANISED CLEAT & BOLTSREFER TO ROOF TIE DOWN DETAILS

FOR CLEAT & BOLT INFORMATION

BOND BEAM, REFER TO WALLREINFORCEMENT NOTES

VERTICAL REINFORCINGREFER TO WALL REINFORCEMENT NOTES

200 SERIES REINFORCED CONCRETEMASONRY BLOCK WALLS. REFER TO WALL

REINFORCEMENT NOTES

PRE-FABRICATED ROOF TRUSSES, REFER TOROOF PLAN FOR PITCH. INSTALL IN ACCORDANCE

WITH TRUSS MANUFACTURERS DRAWINGS

TIMBER CEILING BATTENS AS SCHEDULED.REFER TO CEILING BATTEN NOTES &

CEILING PLAN FOR FINISH

TIMBER CEILING BATTENS ASSCHEDULED. REFER TO CEILING BATTENNOTES & CEILING PLAN FOR FINISH

TIMBER ROOF BATTENS AS SCHEDULED.REFER TO ROOF BATTEN NOTES

COLORBOND ROOF SHEETING ASSCHEDULED SCREW FIX TO

MANUFACTURERS SPECIFICATIONS.

REINFORCED MASONRY LINTEL.REFER TO LINTEL PLAN & WALLREINFORCEMENT NOTES

COLORBOND FLASHING

PRE-FABRICATED ROOF TRUSSES, REFER TOROOF PLAN FOR PITCH. INSTALL IN ACCORDANCEWITH TRUSS MANUFACTURERS DRAWINGS

TIMBER CEILING BATTENS ASSCHEDULED. REFER TO CEILING BATTENNOTES & CEILING PLAN FOR FINISH

TIMBER ROOF BATTENS AS SCHEDULED.REFER TO ROOF BATTEN NOTES

COLORBOND ROOF SHEETING ASSCHEDULED SCREW FIX TOMANUFACTURERS SPECIFICATIONS.

SELECT CLADDING REFER TOFINISHES SCHEDULE

POWER FIX TOP PLATE TOROOF BEAM @ 450 CTS

HOT DIP GALVANISED CLEAT & BOLTSREFER TO ROOF TIE DOWN DETAILSFOR CLEAT & BOLT INFORMATION

M12 BOLTS HD GALVBOLTS @ 1200

PFC ROOF BEAM ASSPECIFIED

PFC ROOFBEAM 1

PLAN VIEW

PFC ROOF BEAMAS SPECIFIED

150

12 TK GUSSETWELD TO CLEAT & PFC

2 / 12 TK GUSSETWELD TO CLEAT & PFC

2 / 12 TK GUSSETWELD TO CLEAT & PFC

12 TK CLEAT WELD TO PFC 3 / M16 GRADE 8.8 BOLTSTHROUGH BOTH CLEATS

PFC ROOFBEAM 2

12 TK CLEAT WELD TO PFC 23 / M16 GRADE 8.8 BOLTSTHROUGH BOTH CLEATS

12 TK GUSSETWELD TO CLEAT & PFC CLAMP & ALIGN MITRE

& SITE WELD

TD1 DETAILSCALE 1 : 20

REFER CMB WALL NOTES.

SINGLE 50x6.0mm CLEAT.1-N16 THREADED THROUGH.

M16 4.6/S BOLT THROUGHGANGNAIL PLATE 40mmCLEAR OF ANY EDGE.




M16 4.6/S BOLTTHROUGH GANGNAIL

PLATE.

50x3.0 G.I. OVERSTRAP.



DOUBLE 50x6.0mm CLEAT.1-N16 THREADED THROUGH(ONE EACH SIDE OF TRUSS).




M16 4.6/S BOLTTHROUGH GANGNAIL

PLATE 40mm CLEAROF ANY EDGE.

50x3.0 G.I. OVERSTRAP.












2-M16 4.6/S BOLT THROUGHGANGNAIL PLATE 40mmCLEAR OF ANY EDGE.


W8 LIG FOR EACH CLEAT.

80



PROVIDE ADDITIONALCLEAT BESIDE EACHSIDE OF TRUSS.


W8 LIG FOR EACH CLEAT.

8080

3-M16 4.6/S BOLT TYP.

UPLIFT RESISTANCE kN(ULTIMATE LIMIT STATE)

TYPE

TD1

TD2

TD3

TD4

TD5

TD6

TD7

TD8

TRUSS JOINT GROUP

J2 J3 J4 JD4 JD5 JD6

20 15 10 16 11 8

35 25 16 23 18 15

49 44 28 44 36 28

76 54 34 54 43 34

20 15 10 16 11 8

49 44 28 44 36 28

93 84 53 84 68 53

128 115 73 115 94 73

NOTE:PROVIDE 2-N12 (MIN.) VERTICAL REINFORCING BARS ADJACENT TOCLEATS WITH TIE-DOWN LOADS GREATER THAN 80kN.

404040

4040

4040

4040

4040

40

REFER TO DETAIL FOREXTENT OF BOND BEAMREINFORCING

TIE-DOWN DETAILS TO ROOF BEAM SIMILAR,WELD CLEAT TO TOP OF ROOF BEAM

A03

A03

C03

C03

408

108

208

TR

US

S

RB2

RB

2

RB2

C3C3

C3

RB

2

RB2

900

900

900

900

900

900

900

10TK HD GALV BASE PLATE2 / M16 CHEMSETS INTOBOND BEAM

408

508

C

C

B

B

17700

1

2

B03

B03

A03

A03

C03

C03

1549

0

1190

1280

015

00

RB

1

RB1

RB1

RB

1

RB

1

170 DEEP SS. BOX GUTTER

180

DE

EP

SS

. BO

X G

UT

TE

R

PR

1

PR1

TR

US

S

VOID

FLOOR OVER

REFER TO SUSPENDED SLAB PLAN

TR

US

S

TR

US

S

900

900

900

900

205

108

608

308

GBA

GBA

PR1

10 TK END PLATE2 / M16 HD GALV BOLTS

2/M20

2/M202/M20

2/M20

2/M20

2/M20

608

C

C

A

B

4330 25400

12030 17700

75 x 12 TK TOP PLATE1 / M20 600 LONG HD BOLTCOGGED INTO RCM WALL

SPECIFIED STEEL ROOF BEAM.REFER TO STRUCTURAL LEGEND FOR SIZE8 TK END PLATE

VERTICAL REINFORCINGREFER TO WALLREINFORCEMENT NOTES

200 SERIES REINFORCED CONCRETEMASONRY BLOCK WALLS. REFER TO WALLREINFORCEMENT NOTES

150 150

500

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

As indicated

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

B


ROOF FRAMING PLANS & DETAILS

matt piromalli

ALAN FLEAY

MP

15595 08

C208-05-2017

08 SCALE 1 : 10

4 BEAM TO BLOCK WALL

08 SCALE 1 : 20

3 TRUSS TO SIDE OF HIGH BLOCK WALL08 SCALE 1 : 20

1 TRUSS TIE DOWN TO RCM WALL08 SCALE 1 : 20

2 RHS BEAM TO TRUSS

08 SCALE 1 : 10

6 PFC MITRE DETAIL

02 SCALE 1 : 100

8 UPPER ROOF FRAMING PLAN02 SCALE 1 : 100

7 LOWER ROOF FRAMING PLAN

ROOF TRUSSESPRE-FABRICATED ROOF TRUSSES @ 900 MAX. CTS. ERECTED &BRACED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS & TO COMPLY WITH AS 4440. REFER TO TRUSSMANUFACTURERS DRAWINGS.

ROOF BATTENS75 x 38 TIMBER ROOF BATTENS @ 650 MAX. CTS. ENDS & 900 MAX.CTS. INTERIM, FIXED TO EACH TRUSS WITH 1-No.14 TYPE 17 BATTENSCREW.

STRUCTURAL STEELALL STEEL THAT IS EXTERNAL OR NOT CONCEALED WITHINTHE WALLS & ROOF OF THE HOME IS O BE SAND BLAST (2.5)AND COAT WITH ZINC SILICATE STEEL PRIMER (OR ASSPECIFIED) BEFORE ERECTION

STRUCTURAL LEGEND

PR1 C150-19 C SECTION PURLIN @ 600 CTS

RB1 250 PFC ROOF BEAM

RB2 200 x 100 x 4.0 RHS ROOF BEAM

C1 500 x 500 RC MASONRY COLUMN

C2 300 x 300 RC MASONRY COLUMN. 4 N16 VERT REINF+ R6 LIGS @ 300 CTS

C3 100 x 100 x 4.0 SHS COLUMN

08 SCALE 1 : 10

5 BEAM BOTH SIDES OF BLOCK WALL

INSULATIONROOFS GENERALLY - BRADFORD ANTICON R1.3 60mm BONDEDBLANKET INSULATION OVER ROOF BATTENS, UNO WITHIN EER REPORT.

CEILINGS - BRADFORD R.30 GOLD BATTS

WALLS EXTERNAL - SISALATION TO EXTERNAL STUD WALLS.WALLS INTERNAL - BRADFORD R2.0 SOUNDCSREEN INSULATION

VENTILATE ROOF CAVITY WITH SOLAR RIDGE VENT & SOFFIT GRILLS

VENTILATION





GBA STAINLESS STEEL BOX GUTTER. DEPTH DETERMINED BY ROOFSTRUCTURE. WIDTH & FALL DETERMINED BY HYDRAULICCONSULTANT.

WATER LEVEL 100

1800

REFER TO ENGINEERS DRAWINGSFOR POOL REINFORCEMENT

NGL

200 SERIES REINFORCEDCONCRETE BLOCKWALL

2600

MA

X

1200

SF2 - FOOTINGSCALE 1 : 20

100 200

BO

UN

DA

RY

LIN

E

600

300

RCM WALL CONCRETE FILLALL CORES

N12 VERTICALREINFORCING @ 400 CTS.

NGL

APPROVED WATERPROOFINGMEMBRANE APPLIED STRICTLY IN

ACCORDANCE WITH MANUF. SPECS

N12 @ 200 CTSFGL

50 x 6.0 TK SS CLEATTHREADED OVER BLOCK REINF2 / S.S M12 THRU DRESSED150 x 50 F14 HWD TIMBER UPRIGHT

200

- 60

0

VA

RIE

S

PATH


NGL

SINGLE BOND BEAM2/N12 LAPPED MIN 500.

N12 VERTICAL REINF @ 600 CTSPLACED CENTRALLY & LAPPED 600

WITH N12 STARTER BARS


N12 STARTER BARS LAP 600 PLACEDCENTRALLY @ 600 CTS

F82 MESH EACH FACE


1800

DRIVEWAY

750

300

900

300

N12 VERTICALREINFORCING

@ 400 CTS.

NGL

APPROVED WATERPROOFINGMEMBRANE APPLIED STRICTLY INACCORDANCE WITH MANUF. SPECS

N12 @ 200 CTS

FGL

200

- 60

0

VA

RIE

S

PATH


1900

MA

X

BO

UN

DA

RY

LIN

E

100 200

COVER

55

FGL

NGL

100 DIA. AGGREGATE DRAIN WITHRUBBLE SURROUND IN FILTERFABRIC GRADED 1:100 OUTLET

N12 @ 400 CTS

N12 @ 400 CTS600 MIN LAPS

APPROVED WATERPROOFINGMEMBRANE APPLIED STRICTLY INACCORDANCE WITH MANUF. SPECS

N12 STARTER BARS @ 400 CTSLAPPED 600

4N12 500 MIN LAP

N12 @ 400 CTS

COMPACTED BACKFILL TO 98% SRDD

COMPACTEDGRANDULAR

BACKFILL

ALL STORMWATER TO DRAINAWAY FROM WALL TO A

LAWFULL POINT OF DISCHARGE

PROVIDE WALLCONTROL JOINTS

AT 10m MAX.

1200 - FOR 800< H ≤1000

800 - FOR H ≤ 600900 - FOR 600< H ≤800

FW1 - FOUNDATION WALLSCALE 1 : 20

250

4016

050

300 LEG

1N12

NOTE:ALL AGG. DRAINS TO DISCHARGEINDEPENDANTLY TO STORMWATER OUTLET.DO NOT CONNECT TO DOWNPIPES OFSURFACE DRAINAGE SYSTEM

1000

MA

X

"H"

MA

X

1600

SINGLE BOND BEAM2/N12 LAPPED MIN 500.

N12 VERTICAL REINF @ 600 CTSPLACED CENTRALLY & LAPPED 600WITH N12 STARTER BARS


N12 STARTER BARS LAP 600 PLACEDCENTRALLY @ 600 CTS

MA

X

2600

200 SERIES MASONRY WALLCONCRETE CORE FILLED. PROPWALL UNTIL SLAB POURED & SET

APPROVEDWATERPROOFING

MEMBRANEAPPLIED STRICTLY

IN ACCORDANCEWITH MANUF. SPECS

5-11TM REINFORCING.50 BOTTOM COVER.LAP 500 AS REQUIRED.

600

N12 @ 400 CTS

55 COVER

300

MA

X

1200

NGL

N12 STARTER BARS PLACED TOCOINCIDE WITH VERICALREINFORCEMENT

COMPACTED BACKFILL98% SRDD ABOVE NGL

N12 TRIMMER - 500 MIN LAPS

500 LEG



FGL.

N12 TRIMMER

REINFORCING MESHREFER FOOTING PLAN.

F1 - FOOTINGF3 - FOOTINGSCALE 1 : 20SCALE 1 : 20


FGL.


F2 - FOOTINGSCALE 1 : 20


300

600

100

600600

VA

RIE

S

N12 TRIMMER



100

350

100

COMPACTED SAND FILL &VISQUEEN AS PERCONCRETE SLAB NOTES



300 FGL.

N12 TRIMMER


F4 - FOOTING F6 - FOOTINGSCALE 1 : 20

SCALE 1 : 20


FGL.




300

450

100

450 450

VA

RIE

S

N12 TRIMMER


4-11M REINFORCING.50 BOTTOM COVER.LAP 500 AS REQUIRED.

100

300

100




300

450

500

300

N12 TRIMMER


COMPACTED SAND FILL &VISQUEEN AS PER

CONCRETE SLAB NOTES


4-11M REINFORCING.50 BOTTOM COVER.LAP 500 AS REQUIRED.

WATER LEVEL100

REFER TO ENGINEERS DRAWINGSFOR POOL REINFORCEMENT

TH1 - THICKENINGSCALE 1 : 20

COMPACTED SAND FILL &VISQUEEN AS PER

CONCRETE SLAB NOTES

S.S. POOL FENCINGSPIGOT

TOUGHENED GLASSPOOL FENCING


COMPACTED BACKFILLTO 98% SRDD

100mm

THROAT

SL82 MESH30 TOP COVER

4-L11 TM

25mm REBATE

STAIR CONSTRUCTIONTO COMPLY WITH PART

3.9 OF THE BCA

450

200

NGL


R10 x 300 LONG GALVDOWELS @ 500 CTS

N12 TRIMMER

200


300 LONG R10 DOWELS@ 500 CTS

200 10

0



N12 TRIMMER

200



FGL

REFER TO POOL DRAWINGS

REFER TO POOL DRAWINGS

55 COVER

N12 @ 300 CTS

900

300

N12 VERTICALREINFORCING@ 400 CTS.

NGL

APPROVED WATERPROOFINGMEMBRANE APPLIED STRICTLY IN

ACCORDANCE WITH MANUF. SPECS

N12 @ 200 CTS

FGL

200

- 60

0

VA

RIE

S

PATH


55 COVER

2200

MA

X

BO

UN

DA

RY

LIN

E

50200

N12 @ 300 CTS

N12 @ 300 CTS

90 x 35 DRESSED HWD NOGGINGS.S SCREW FIX BETWEEN EACH UPRIGHT

3010

050

20

200

Drawing Title...

Designer...

Scale @ A1...

Project Name...

Issue...


C.M.G.ACN 011 065 375






Drawn...

Job #...

WIND CLASS

(CYCLONIC)

GENERAL NOTES




CONSTRUCTION ISSUE

DATE

1 : 20

Z:\M

y D

oc

um

en

ts (

Z)\

Bà

lay B

uil

din

g D

esig

n\B

àla

y 1

5\1

55

95

-Fle

ay\c

Dra

win

gs &

Sp

ec

ific

ati

on

s\c

.1 D

raw

ing

s -

Cu

rre

nt\

15

59

5-M

.rvt

B


FOOTING DETAILS

matt piromalli

ALAN FLEAY

MP

15595 09

C208-05-2017

BLOCK WALL REINF UNDER ROOF

BLOCK WALL REINF UNDER SLAB1. PROVIDE SINGLE COURSE BOND BEAM IMMEDIATLY BELOW FIRSTFLOOR LEVEL SLAB. REINF. WITH 2N12 OR 1N16 BAR 500 MIN. LAP.2. PROVIDE SINGLE COURSE BOND BEAM IMMEDIATLY BELOW ALLWINDOW OPENINGS.REINF. WITH 1N12 .EXTEND BOND BEAM 200 PAST EACH SIDE OF OPENING.3. U.N.O. ON PLAN ALL LINTELS TO BE REINF WITH 2N16 ALL LINTELS TOBE TIED TO SLAB OVER WITH N12-600 BARS COGGED 500 INTO TOP OFSLAB.4. U.N.O. ON PLAN ALL 200 C.M.B. WALLS TO BE REINF. WITH N16VERTICAL BARS AT ENDS, CORNERS, INTERSECTIONS, AT EACH SIDE OFOPENINGS AND AT 800 MAX. CENTRES BETWEEN.5. W.C.J. DENOTES WALL CONTROL JOINT U.N.O. TO BE REINFORCEDWITH 1N16 VERTICAL EACH SIDE OF JOINT. EXTEND BOND BEAMREINFORCEMENT THROUGH JOINT FILL JOINT WITH COMPRESSIBLEBACKING ROD AND APPROVED SEALANT BOTH SIDES TO ARCHITECTSSPECIFICATION.6. 300x300 C.M.B PIERS TO BE REINF. WITH 4-N16 VERT. REINF. AND R6LIGS AT 300CTS7. 400x400 C.M.B PIERS TO BE REINF. WITH 4-N16 VERT. REINF. AND R6LIGS AT 300CTS8. WALL PANELS LESS THAN OR EQUAL TO 800LG TO BE REINF. WITH N16VERT. BARS IN EACH CORE

1. PROVIDE DOUBLE COURSE BOND BEAM TO TOP OF WALLUNDER ROOF. REINFORCED WITH 1 / N16 BAR EACH COURSE 500MIN. LAPS.2. PROVIDE SINGLE COURSE BOND BEAM IMMEDIATELY BELOWALL WINDOW OPENINGS. REINFORCED WITH 1 / N12 HORIZONTAL,COGGED 500 INTO CORES EACH SIDE OF OPENINGS. EXTENDBOND BEAM 200 PAST EACH SIDE OF OPENING.3. U.N.O. ON THIS PLAN ALL LINTELS TO BE REINFORCED WITH1 /N16 BAR AND L8 LIGS @ 1000 CTS. MAX.

7. U.N.O. ON THIS PLAN CONCRETE FILL ALL CORES CONTAININGREINFORCEMENT, HOLDING DOWN BOLTS AND MASONRYANCHORS. ALL CONCRETE MASONRY CORES CONTAININGREINFORCEMENT, HOLDING DOWN BOLTS AND MASONRYANCHORSTO BE CLEANED & FILLED WITH S20 GRADE CONCRETE,10mm MAX. AGGREGATE & 230 SLUMP.8. 100 SERIES WALLS TIED TO EXTERNAL WALLS WITH APPROVEDMASONRY MESH EVERY 2nd COURSE. WHERE APPLICABLE, NEW200 SERIES MASONRY WALLS TIED WITH 300 LONG R10 DOWELSEVERY 2nd COURSE INTO EXISTING CORE FILLED 200 SERIESMASONRY WALLS9. N16 STARTER BARS TO COINCIDE WITH EACH VERTICAL BAR.STARTER BARS COGGED 200 INTO FOOTING & LAPPED 600 MIN.WITH ALL VERTICAL BARS

4. U.N.O. ON THIS PLAN ALL 200 C.M.B. WALLS TO BEREINFORCED WITH N16 VERTICAL BARS AT ENDS, CORNERS,

INTERSECTIONS AND AT EACH SIDE OF OPENINGS AND AT800 CTS. MAX BETWEEN5. PROVIDE ADDITIONAL N16 VERTICAL REINFORCEMENT TOCORES ADJACENT TO OPENINGS GREATER THAN 1800 WIDE

6. W.C.J. DENOTES WALL CONTROL JOINT U.N.O. TO BEREINFORCED WITH N16 VERTICAL BAR EACH SIDE OF JOINT.EXTEND BOND BEAM REINFORCEMENT THROUGH JOINT FILLJOINT WITH COMPRESSIBLE BACKING ROD AND APPROVEDSEALANT BOTH SIDES TO BUILDERS SPECIFICATION.




AutoCAD SHX Text

ENSURE THAT EQUIPOTENTIAL BONDING IS CARRIED OUT

AutoCAD SHX Text

AND A MINIMUM CLEARANCE BETWEEN BARS OF 50mm.

AutoCAD SHX Text

HORIZONTAL BARS SHALL HAVE STAGGERED SPLICES

AutoCAD SHX Text

ALL BARS SHALL HAVE SPLICE LENGTHS AS NOTED

AutoCAD SHX Text

ALL REINFORCEMENT SHALL BE N12 (STRUCTURAL

AutoCAD SHX Text

- 65mm FROM FACE IN CONTACT WITH EARTH

AutoCAD SHX Text

U.N.O. MINIMUM CONCRETE COVER TO

AutoCAD SHX Text

ALL CONCRETE WORK SHALL BE IN ACCORDANCE

AutoCAD SHX Text

ACCORDANCE WITH MANUFACTURER'S SPECIFICATION

AutoCAD SHX Text

USE AN APPROVED EVAPORATIVE RETARDANT IN

AutoCAD SHX Text

SHOULD EXCESSIVE GROUND WATER BE ENCOUNTERED

AutoCAD SHX Text

DURING EXCAVATION, REFER TO THE ENGINEER.

AutoCAD SHX Text

"RECOMMENDED PRACTICE, SPRAYED CONCRETE."

AutoCAD SHX Text

BY THE CONCRETE INSTITUTE OF AUSTRALIA,

AutoCAD SHX Text

METHOD OF PLACEMENT - SPRAYED CONCRETE.

AutoCAD SHX Text

ALL CONCRETE TO POOLS SHALL BE MIXED AND

AutoCAD SHX Text

PLACED IN ACCORDANCE WITH THE PUBLICATION

AutoCAD SHX Text

THE POOL SHALL BE FOUNDED IN MATERIAL OF

AutoCAD SHX Text

MINIMUM SAFE BEARING CAPACITY OF 100 kPa.

AutoCAD SHX Text

THE 50 THICK LAYER OF COURSE SAND OR GRAVEL

AutoCAD SHX Text

UNDER THE POOL FLOOR SHALL BE COMPACTED TO

AutoCAD SHX Text

WITH FNQEB SPECIFICATIONS.

AutoCAD SHX Text

DEFORMED GRADE) U.N.O.

AutoCAD SHX Text

600mm WHERE NO NOTATION EXISTS.

AutoCAD SHX Text

- 50mm TO EXPOSED OR WATER FACES.

AutoCAD SHX Text

WITH THE FOLLOWING:

AutoCAD SHX Text

REINFORCEMENT SHALL BE AS FOLLOWS:

AutoCAD SHX Text

CONCRETE THICKNESS - 150mm U.N.O..

AutoCAD SHX Text

(iii) ACCEPTABLE BUILDING PRACTICE

AutoCAD SHX Text

AND CURE CONCRETE FOR SEVEN DAYS.

AutoCAD SHX Text

ALL CONCRETE TO BE GRADE N32 U.N.O..

AutoCAD SHX Text

(ii) AS 2783

AutoCAD SHX Text

(i) AS 3600.

AutoCAD SHX Text

FOUNDATIONS

AutoCAD SHX Text

%%UNOTES

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

A MINIMUM DENSITY INDEX OF 85%.

AutoCAD SHX Text

STANDARD CODES AND LOCAL AUTHORITY

AutoCAD SHX Text

POOL SAFETY FENCING IS TO BE PROVIDED IN

AutoCAD SHX Text

ACCORDANCE WITH THE RELEVANT AUSTRALIAN

AutoCAD SHX Text

WATER LEVEL AT ALL TIMES. ENSURE THAT THE

AutoCAD SHX Text

RESISTANCE OF THE POOL AGAINST UPLIFT RELIES

AutoCAD SHX Text

POOL FINSH SHALL BE AS SPECIFIED BY THE

AutoCAD SHX Text

1000mm OF SUPPORTING EARTH FOR THIS DESIGN

AutoCAD SHX Text

PARAMETERS REFER TO THE ENGINEER.

AutoCAD SHX Text

SECTION. SHOULD THE POOL EXCEED THESE

AutoCAD SHX Text

1500mm ABOVE GROUND REFER ALTERNATIVE DECK

AutoCAD SHX Text

NOT PROJECT MORE THAN 600mm. ABOVE GROUND

AutoCAD SHX Text

THIS DESIGN APPLIES WHERE POOL WALL DOES

AutoCAD SHX Text

VALVE. DO NOT DISCHARGE POOL WATER ONTO THE

AutoCAD SHX Text

EXCEEDS THE FLOW CAPACITY OF THE HYDROSTATIC

AutoCAD SHX Text

LEVEL. DO NOT PUMP OUT POOL AT A RATE WHICH

AutoCAD SHX Text

POOL WATER LEVEL TO FALL BELOW GROUND WATER

AutoCAD SHX Text

HYDROSTATIC VALVE FUNCTIONS ADEQUATELY. DO NOT

AutoCAD SHX Text

OBSTRUCT THE VALVE IN SERVICE. DO NOT ALLOW THE

AutoCAD SHX Text

OWNER ON WATERPROOF RENDER WHERE NO APPROVED

AutoCAD SHX Text

THE DEEP END OF THE POOL SHALL HAVE AT LEAST

AutoCAD SHX Text

LEVEL. IF POOL WALL EXTENDS BETWEEN 600mm AND

AutoCAD SHX Text

HYDROSTATIC VALVE

AutoCAD SHX Text

THE GROUND NEAR POOL.

AutoCAD SHX Text

REGULATIONS.

AutoCAD SHX Text

TO APPLY.

AutoCAD SHX Text

POOL FINISH

AutoCAD SHX Text

DESIGN LIMITATIONS

AutoCAD SHX Text

LEVEL COULD CAUSE UPLIFT WHEN DEWATERING

AutoCAD SHX Text

PROVIDE SKIMMER BOXES AND ANY OTHER

AutoCAD SHX Text

OPENINGS /CHASES ETC. REQUIRED FOR POOL

AutoCAD SHX Text

PROVIDE AN INSPECTION OPENING TO FACILITATE

AutoCAD SHX Text

POOL SAFETY FENCE IS NOT SHOWN ON THE

AutoCAD SHX Text

CHECKING GROUND WATER WHERE GROUND WATER

AutoCAD SHX Text

FILTRATION.

AutoCAD SHX Text

THE POOL.

AutoCAD SHX Text

DRAWINGS.

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

POOL SAFTEY FENCE

AutoCAD SHX Text

ALL FILL MATERIAL TO BE PLACED IN LAYER OF NOT

AutoCAD SHX Text

MORE THAN 200mm COMPACTED THICKNESS, AND

AutoCAD SHX Text

UNIFORMLY COMPACTED TO AS3798 TO A MINIMUM DRY

AutoCAD SHX Text

DENSITY RATIO OF 98% SRDD.

AutoCAD SHX Text

A

AutoCAD SHX Text

C.M.G.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PTY. LTD.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

G

AutoCAD SHX Text

.

AutoCAD SHX Text

C

AutoCAD SHX Text

A.C.N. 011 065 375

AutoCAD SHX Text

M

AutoCAD SHX Text

208 Buchan Street

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text

CONSULTING

AutoCAD SHX Text

STRUCTURAL AND CIVIL

AutoCAD SHX Text

P.O. Box 5901

AutoCAD SHX Text

(07) 4051 9013

AutoCAD SHX Text

Phone: (07) 4031 2775

AutoCAD SHX Text

Fax:

AutoCAD SHX Text

CAIRNS, 4870.

AutoCAD SHX Text

Cairns Mail Centre

AutoCAD SHX Text

MAY 17

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AGM

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DWG NUMBER

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

AMDT

AutoCAD SHX Text

C.M.G.

AutoCAD SHX Text

amendments

AutoCAD SHX Text

37912-S01

AutoCAD SHX Text

LOT 201 EVANS ROAD, BRAMSTON BEACH

AutoCAD SHX Text

PROPOSED SWIMMING POOL

AutoCAD SHX Text

ALAN FLEAY

AutoCAD SHX Text

A

AutoCAD SHX Text

ORIGINAL ISSUE

AutoCAD SHX Text

09.05.17

AutoCAD SHX Text

CONCRETE SWIMMING POOL

AutoCAD SHX Text

600

AutoCAD SHX Text

600

AutoCAD SHX Text

150

AutoCAD SHX Text

125

AutoCAD SHX Text

WATERPROOF JOINT

AutoCAD SHX Text

MAIN DRAIN

AutoCAD SHX Text

FREE DRAINING GRANULAR MATERIAL

AutoCAD SHX Text

PLACE 50 MIN. THICK LAYER OF

AutoCAD SHX Text

OVER ENTIRE BASE AREA WHERE

AutoCAD SHX Text

FOUNDING SOIL IS NOT FREE DRAINING.

AutoCAD SHX Text

FREE DRAINING COARSE GRANULAR

AutoCAD SHX Text

MATERIAL COMPRISING CRUSHED STONE

AutoCAD SHX Text

OR SIMILAR. CRUSHER DUST AND OTHER

AutoCAD SHX Text

MATERIALS CONTAINING FINES ARE NOT

AutoCAD SHX Text

GENERALLY ACCEPTABLE.

AutoCAD SHX Text

HYDROSTATIC VALVE

AutoCAD SHX Text

%%uMAIN DRAIN DETAIL

AutoCAD SHX Text

%%uLAYOUT PLAN

AutoCAD SHX Text

ON POOL REINF PLAN.

AutoCAD SHX Text

MATCH FLOOR REINF AS SHOWN

AutoCAD SHX Text

600 MININUM

AutoCAD SHX Text

ALL REINFORCEMENT TO BE LAPPPED

AutoCAD SHX Text

CONTINUE UP ALL WALLS AND

AutoCAD SHX Text

HORIZONTAL WALL REINF TO

AutoCAD SHX Text

AND DEPTHS TO POOL.

AutoCAD SHX Text

DRAWINGS FOR ALL DIMENSIONS

AutoCAD SHX Text

REFER ARCHITECTS

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: N.T.S

AutoCAD SHX Text

A

AutoCAD SHX Text

600 LEG

AutoCAD SHX Text

150

AutoCAD SHX Text

2000 MAX

AutoCAD SHX Text

R 600

AutoCAD SHX Text

R 300

AutoCAD SHX Text

R = RADIUS

AutoCAD SHX Text

UP TO 1500

AutoCAD SHX Text

1500 OR GREATER

AutoCAD SHX Text

POOL DEPTH

AutoCAD SHX Text

N12-200 CTS

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

N12-200 CTS

AutoCAD SHX Text

TRANSVERSE REINF.

AutoCAD SHX Text

R

AutoCAD SHX Text

N12-300 CTS

AutoCAD SHX Text

N12-200 CTS

AutoCAD SHX Text

-

AutoCAD SHX Text

600 LEG

AutoCAD SHX Text

N12-200

AutoCAD SHX Text

N12-200

AutoCAD SHX Text

R

AutoCAD SHX Text

MAIN DRAIN

AutoCAD SHX Text

(DEEPEST POINT OF POOL)

AutoCAD SHX Text

N12-200 CTS

AutoCAD SHX Text

LONGITUDINAL

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

N12-200 CTS

AutoCAD SHX Text

TRANSVERSE REINF.

AutoCAD SHX Text

30 COVER TOP

AutoCAD SHX Text

200

AutoCAD SHX Text

2/N12 LAP 600

AutoCAD SHX Text

30 COVER TOP

AutoCAD SHX Text

200

AutoCAD SHX Text

B

AutoCAD SHX Text

02

AutoCAD SHX Text

C

AutoCAD SHX Text

A

AutoCAD SHX Text

-

AutoCAD SHX Text

RESIDENCE

AutoCAD SHX Text

02

AutoCAD SHX Text

WATERPROOF RENDER AND POOL FINISH AS SPECIFIED BY OWNER

AutoCAD SHX Text

600 SPLICE

AutoCAD SHX Text

2000 MAX

AutoCAD SHX Text

N12 STARTERS

AutoCAD SHX Text

200 SERIES

AutoCAD SHX Text

CM BLOCKWORK

AutoCAD SHX Text

N12 @ 600 CRS

AutoCAD SHX Text

LAPPED 600 WITH

AutoCAD SHX Text

N12 STARTERS

AutoCAD SHX Text

SINGLE B/B 2-N12

AutoCAD SHX Text

LAPPED MIN 500

AutoCAD SHX Text

@600CRS

AutoCAD SHX Text

DIMENSION ON-SITE

AutoCAD SHX Text

WCJ

AutoCAD SHX Text

2-N12

AutoCAD SHX Text

400

AutoCAD SHX Text

VERIFY EXACT

AutoCAD SHX Text

THICKEN POOL WALL

AutoCAD SHX Text

A

AutoCAD SHX Text

C.M.G.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PTY. LTD.

AutoCAD SHX Text

.

AutoCAD SHX Text

.

AutoCAD SHX Text

G

AutoCAD SHX Text

.

AutoCAD SHX Text

C

AutoCAD SHX Text

A.C.N. 011 065 375

AutoCAD SHX Text

M

AutoCAD SHX Text

208 Buchan Street

AutoCAD SHX Text

ENGINEERS

AutoCAD SHX Text

CONSULTING

AutoCAD SHX Text

STRUCTURAL AND CIVIL

AutoCAD SHX Text

P.O. Box 5901

AutoCAD SHX Text

(07) 4051 9013

AutoCAD SHX Text

Phone: (07) 4031 2775

AutoCAD SHX Text

Fax:

AutoCAD SHX Text

CAIRNS, 4870.

AutoCAD SHX Text

Cairns Mail Centre

AutoCAD SHX Text

MAY 17

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AGM

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DWG NUMBER

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

AMDT

AutoCAD SHX Text

C.M.G.

AutoCAD SHX Text

amendments

AutoCAD SHX Text

37912-S02

AutoCAD SHX Text

A

AutoCAD SHX Text

ORIGINAL ISSUE

AutoCAD SHX Text

CONCRETE SWIMMING POOL DETAILS

AutoCAD SHX Text

LOT 201 EVANS ROAD, BRAMSTON BEACH

AutoCAD SHX Text

PROPOSED SWIMMING POOL

AutoCAD SHX Text

ALAN FLEAY

AutoCAD SHX Text

09.05.17

AutoCAD SHX Text

600 SPLICE

AutoCAD SHX Text

N12 PERIMETER BAR 500 MIN. LAPS

AutoCAD SHX Text

200

AutoCAD SHX Text

REFER POOL REINFORCEMENT

AutoCAD SHX Text

THICKEN POOL WALL AT COLUMN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

600 LEG

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: N.T.S

AutoCAD SHX Text

B

AutoCAD SHX Text

01

AutoCAD SHX Text

600 SPLICE

AutoCAD SHX Text

N12 PERIMETER BAR 500 MIN. LAPS

AutoCAD SHX Text

200

AutoCAD SHX Text

REFER POOL REINFORCEMENT

AutoCAD SHX Text

THICKEN POOL WALL AT COLUMN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

600 LEG

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: N.T.S

AutoCAD SHX Text

C

AutoCAD SHX Text

01

AutoCAD SHX Text

1-N16 VERT. REINF. IN EACH CORE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


NOTE This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the Building Regulation 2006. RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can not give a certificate regarding QDC boundary clearance and site cover provisions.

1. Property description This section need only be completed if details of street address and property description are applicable. EG. In the case of (standard/generic) pool design/shell manufacture and/or patio and carport systems this section may not be applicable. The description must identify all land the subject of the application. The lot & plan details (eg. SP / RP) are shown on title documents or a rates notice. If the plan is not registered by title, provide previous lot and plan details.

Street address (include no., street, suburb / locality & postcode) Evans Road ( 37912L1 ) Bramston Beach Lot & plan details (attach list if necessary) Lot 28

In which local government area is the land situated? Cairns Regional Council

2. Description of component/s certified Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams.

Footings/Ground Slab Bracing Tie-Down Concrete Masonry Wall & Roof Framing Structural Steel Suspended Concrete Slab Reinforced Concrete Swimming Pool

3. Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules, standards, codes of practice and other publications, were relied upon.

Wind Classification – C2 Australian Standard Codes- AS 3600, AS3700, AS4100, AS4600, AS 1684.3 AS/NZS 1170 Parts 1, Local Authority Regulations Site Classification – Class S

4. Reference documentation Clearly identify any relevant documentation, e.g. numbered structural engineering plans.

Balay Building Design drawings 15595-M Sheets 1-9 CMG Consulting Engineers drawings 37912 sheets 1-2

5. Building certifier reference number ..

Building certifier reference number

6. Competent person details A competent person for building work, means a person who is assessed by the building certifier for the work as competent to practise in an aspect of the building and specification design, of the building work because of the individual’s skill, experience and qualifications in the aspect. The competent person must also be registered or licensed under a law applying in the State to practice the aspect.

If no relevant law requires the individual to be licensed or registered to be able to give the help, the certifier must assess the individual as having appropriate experience, qualifications or skills to be able to give the help.

If the chief executive issues any guidelines for assessing a competent person, the building certifier must use the guidelines when assessing the person.

Name (in full) Charles Gianarakis RPEQ 1370

Company name (if applicable) Contact person CMG Consulting Engineers Pty Ltd Charles Gianarakis

Phone no. business hours Mobile no. Fax no. 07 40 312775 07 40 519013

Email address [email protected]

Postal address P.O. Box 5901, Cairns Qld 4870

Licence or registration number (if applicable)

RPEQ 1370

7. Signature of competent person This certificate must be signed by the individual assessed by the building certifier as competent.

Signature Date 4 May 2017

Form 15 -Compliance Certificate for building Design or Specification Version 3 March 2013

Documents

DESIGN LOADS LOAD BEARING MASONRY Drawings... · · 2017-05-09welding of the reinforcement isn't permitted unless shown. ... designated level above the nominated q100 flood level