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Proposed Plan
Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.
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Plans and drawings
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WORKPLACE HEALTH AND SAFTY NOTES General Consturction Notes
1). CONCRETE CLASS
BELOW IS INFORMATION FOR THE BUILDER OF THIS PROJECT TO ENSURE THAT Minimum Design Standards
MINIMUM WORKPLACE SAFETY ARE MET AND WORKERS ACKNOWLEDGE Construction of this building to be in accordance with the following Australian governing bodies.
CONCRETE TO BE CLASS N25 FOR SLABS & CLASS N20
FOR FOOTINGS & PIERS. 80 SLUMP. 20 NOM. AGGREGATE
THAT THEY UNDERSTAND THE SAFE MANUAL AND TECHNICAL HANDLING ◊ Building Code of Australia (NCC)
REGULATIONS IN PLACE FOR THE REQUIRED PHYSICAL WORK. SPECIFIC
PROJECT WHS REPORT MUST BE KEPT ON SITE AT ALL TIMES.
◊ Queensland Development Code
2). CONCRETE COMPACTION ◊ Standard Building Regulation 2006
ALL CONCRETE TO BE MECHANICALLY VIBRATED FOR
COMPACTION IN TRENCHES OR FORMWORK.
THE PRINCIPAL CONTRACTOR FOR A CONSTRUCTION PROJECT MUST
REVIEW AND, AS NECESSARY, REVISE THE WHS MANAGEMENT PLAN TO
Elements of Construction
3). SITE SOIL CONDITIONS
ENSURE THAT IT REMAINS UP TO DATE. Roof Construction
IF SOIL OR SITE CONDITIONS VARY FROM THOSE Selected Roof Tiles to be fixed in accordance with manufactures specification.
A DUTY HOLDER, IN MANAGING RISKS TO HEALTH AND SAFETY, MUST All ridge capping, steps, hips valleys and vent flashings to provide waterproofing system.
INDICATED IN THE SITE INVESTIGATION REPORT THEN
IDENTIFY REASONABLY FORESEEABLE HAZARDS THAT COULD GIVE RISE TO Provide reflective foil backed sarking to underside of roof sheeting.
THE FOOTING AND SLAB DESIGN SHOULD BE VERIFIED
RISKS TO HEALTH AND SAFETY. Colorbond guttering and PVC Downpipes to be connected to stormwater systems in accordance with the local authority.
WITH E.B.I.S.
Roof water requirements and calculations are provided on the site plan.
THE PERSON CONDUCTING A BUSINESS OR UNDERTAKING WHO DIRECTS
4). SCALED DIMENSION Wall Construction
THE CARRYING OUT OF WORK MUST PROVIDE THE PERSONAL PROTECTIVE
DO NOT SCALE THIS DRAWING FOR SET OUT. REFER TO External Wall - Cladding to 90mmTimber Frame
EQUIPMENT TO WORKERS AT THE WORKPLACE, UNLESS THE PERSONAL
DIMENSIONED WORKING DRAWINGS. Internal Wall - 90mm Timber Frame
PROTECTIVE EQUIPMENT HAS BEEN PROVIDED BY ANOTHER PERSON
CONDUCTING A BUSINESS OR UNDERTAKING. Internal Wall Lining - 10mm Plasterboard
5). TERMITE MANAGEMENT Internal Wet Areas - 6mm Aquacheck
PROVIDE TERMITE MANAGEMENT SYSTEM TO REDUCE
THE LAYOUT OF THE WORKPLACE ALLOWS, AND THE WORKPLACE IS
LIKELIHOOD OF TERMITE INFESTATION & TO DETER Glazing Construction
MAINTAINED SO AS TO ALLOW, FOR PERSONS TO ENTER AND EXIT
CONCEALED ENTRY. Powdercoated Aluminium Frame Windows in accordance with AS4055 "wind loads for residential" & AS1288 "Glass in Buildings selection and installation"
AND TO MOVE ABOUT WITHOUT RISK TO HEALTH AND SAFETY, BOTH
UNDER NORMAL WORKING CONDITIONS AND IN AN EMERGENCY.
6). FILL COMPACTION Floor Construction
COMPACT FILL UNDER SLAB TO 65% SAND DENSITY Floors in "Wet Areas" to be impervious in accodance with Australian Standards Finish and fall gradients to floor wastes.
A PERSON CONDUCTING A BUSINESS OR UNDERTAKING AT A WORKPLACE
INDEX OR 98% STANDARD COMPACTION. USE ONLY CLEAN
MUST ENSURE, SO FAR AS IS REASONABLY PRACTICABLE, THE PROVISION
SOIL - FREE OF ORGANIC OR COMPRESSIBLE MATTER.
OF ADEQUATE FACILITIES FOR WORKERS, INCLUDING TOILETS, DRINKING Soffit Construction
WATER, WASHING FACILITIES AND EATING FACILITIES. 4.5mm F.C Sheeting and Painted.
7). ARTICULATION JOINTS
ARTICULATION JOINTS TO BE CONSTRUCTED IN Termite Risk Management
A PERSON CONDUCTING A BUSINESS OR UNDERTAKING AT A WORKPLACE Method to be in accordance with the NCC Part 3.1.3 and other relevant manufacturer specification. All new work shall be protected from termite attack
ACCORDANCE WITH "CONCRETE INFORMATION" FROM THE
MUST MAINTAIN THE EMERGENCY PLAN FOR THE WORKPLACE SO THAT IT in accordance with AS 3600.1 "Protection of the Building from Subterranean Termites. AS2870 Part 1 New Building Slabs. Construction must contain
CEMENT AND CONCRETE ASSOCIATION OF AUSTRALIA -
REMAINS EFFECTIVE. approved stainless steel mesh collars to penetrations and construction joints.
TECHNICAL NOTE 61.
8). LOAD BEARING
A PERSON CONDUCTING A BUSINESS OR UNDERTAKING AT A WORKPLACE General Notes
MUST ENSURE THAT NO PERSON AT THE WORKPLACE IS EXPOSED TO A 1. Design wind load N4.
LOAD BEARING WALLS SHOULD BE SUPPORTED BY SLAB
SUBSTANCE OR MIXTURE IN AN AIRBORNE CONCENTRATION THAT EXCEEDS 2. Residential timber framed construction AS1684.2
THICKENINGS. WHERE THIS DOES NOT OCCUR, VERIFY THE
THE EXPOSURE STANDARD FOR THE SUBSTANCE OR MIXTURE. 3. Pine framing to be min stress grade MGP 10 & min joint group JD4.
DESIGN WITH E.B.I.S.
4. Hardwood to be min stress grade F14 & min joint group J2.
A PERSON CONDUCTING A BUSINESS OR UNDERTAKING AT A WORKPLACE 5. Timber for trusses to be min joint group JD4.
9. SITE INSPECTIONS
MUST ENSURE THAT, IF FLAMMABLE OR COMBUSTIBLE SUBSTANCES ARE 6. WC doors opening inwards to be fitted with lift off hinges & be fitted to allow the door to be removed when in the closed position.
THE FOOTING & SLAB PREPARATIONS SHOULD BE VERIFIED
KEPT AT THE WORKPLACE, THE SUBSTANCES ARE KEPT AT THE LOWEST 7. Trusses to be fixed in accordance with the manufacturers specifications. All other fixings to be in accordance with AS1684 timber solutions tie down.
BY INSPECTIONS DURING CONSTRUCTION. WHERE
PRACTICABLE QUANTITY FOR THE WORKPLACE. 8. All dimensions take precedence over scale. Ordering of materials.
PREPARATION VARY FROM THE DESIGN THEN ADEQUACY
SHOULD BE VERIFIED WITH E.B.I.S 9. Builder & trades are to confirm all measurements, details & specifications prior to setout.
THE PERSON CONDUCTING THE BUSINESS OR UNDERTAKING AT A 10. Any errors are to be addressed to the designer as no responsibility will be taken after construction has commenced.
WORKPLACE MUST MINIMISE THE RISK OF AN OBJECT FALLING ON A 11. All trades are to comply with the current Australian standards relating to their work.
10). HOT WEATHER CONDITIONS
PERSON BY PROVIDING ADEQUATE PROTECTION AGAINST THE RISK UNDER 12. All wet areas to be in accordance with the Australian domestic construction manual and NCC 3.8.1.
DURING HOT OR WINDY CONDITIONS ADDITIONAL
THIS SECTION. 13. Fridge & washing machine supplied by owner.
PRECAUTIONS SHOULD BE TAKEN TO CONTROL
EVAPORATION, TO REDUCE THE RISK OF PREHARDENING 14. All ground levels are approximate only.
THE PERSON CONDUCTING THE BUSINESS OR UNDERTAKING FOR WHICH 15. Verify all dimensions prior to commencement.
CRACKING IN CONCRETE. THIS MAY TAKE THE FORM OF A
THE WORKER IS CARRYING OUT WORK MUST ENSURE THAT AIR SUPPLIED 16. All pole dimensions are to center of pole unless noted otherwise.
SPRAY ON ANTI - EVAPORATIVE AGENT AND ESTABLISHING
RESPIRATORY EQUIPMENT IS AVAILABLE FOR USE BY, AND IS PROVIDED 17. Given dimensions assume a 90mm Timber frame.
A TEMPORARY WIND BREAK
TO, THE WORKER IN AN EMERGENCY. 18. Footings construction to be in accordance with Geotechnical report & Engineer's detail for this allotment.
11. BLOCK WORK REINFORCING 19. Carpenter to ensure tie down and support studs to girder locations as required by truss manufacturer.
A PERSON CONDUCTING A BUSINESS OR UNDERTAKING MUST ENSURE 20. Normal bracing being adopted at 50% raking value in each direction as per AS1684.2.
VERTICAL STARTER BARS ARE TO BE PROVIDED TO
THAT RELEVANT WORKERS ARE PROVIDED WITH SUITABLE AND ADEQUATE 21. For ply panels less than 900mm wide use M12 rods each end in addition to the minimum requirements.
COINCIDE WITH THE LOCATIONS SPECIFIED BY THE
INFORMATION AND TRAINING AS NOTED IN THE WORK HEALTH AND SAFETY 22. M12 rods beside openings, at end of wall and in between at every truss location.
DESIGNER. THESE ARE GENERALLY AT ALL CORNERS,
REGULATION 2011 OR CURRENT 23. M12 bolts or nominal fixing at 1200 centers.
EITHER SIDE OF OPENINGS AND AT 1200 MAX CENTERS
AND ARE TO BE CAST INTO THE FOOTING AND OR SLAB 24. Wall bracing to suit (N3).
CURRENT AS AT 1 JULY 2013 INFORMATION, TRAINING AND INSTRUCTION 25. Lintels carrying girder trusses will be sized accordingly.
IN RELATION TO THE 26. All doors, driveways, paths clothes lines, stormwater lines, landscaping, letter box, hot water system, ground pits, electrical appliances & plumbing
12. REFERENCED DOCUMENTS
FOLLOWING— symbols are diagrammatic only, for shape or position refer to builders specification for details of all fixtures.
THESE PLANS ARE TO BE READ IN CONJUNCTION WITH
(A) THE NATURE OF ALL HAZARDS RELATING TO A CONFINED SPACE; 27. All timber:- cutek timber preserver to be applied to all cut ends to avoid timber rot.
ENGINEERING DRAWINGS
(B) THE NEED FOR, AND THE APPROPRIATE USE OF, CONTROL 28. Smoke alarms complying with AS3786 to be installed and connected to consumer mains power in accordance with NCC part 3.7.2.
MEASURES TO CONTROL RISKS TO HEALTH AND SAFETY ASSOCIATED
WITH THOSE HAZARDS;
(C) THE SELECTION, FIT, USE, WEARING, TESTING, STORAGE AND
MAINTENANCE OF ANY PERSONAL PROTECTIVE EQUIPMENT;
(D) THE CONTENTS OF ANY CONFINED SPACE ENTRY PERMIT THAT MAY
BE ISSUED IN RELATION TO WORK CARRIED OUT BY THE WORKER IN
A CONFINED SPACE;
(E) EMERGENCY PROCEDURES.
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 1@ A3 FAX (07) 5476 9380 0432 224 604 A-12-
12-01 NOTES
TRU BUILT
9 WORKING DRAWINGS KURT 07/07/19 MOBILE 0418 986595
DATE: [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED:
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
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