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Attachment A Proposal Plans
Attached to the e-mail MCU14/0103 Development Application IDAS Forms and planning report Email 1 of 2.
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Log in to see the plans as drawn GENERAL SPECIFICATION NEW DWELLING
All works to be in accordance with the
BUILDING CODE OF AUSTRALIA for
and all other Codes and Standards as required.
Some notes may not apply to all projects
CAROL & IAN GORDON
1. All structural timbers to comply with AS 1684-2006 10. Excavation of trenches for footings, drainage, sewerage, etc., to be in 19. Unless noted otherwise, all masonry block wall dimensions to be 190mm., stud
accordance with the requirements of the local Controlling Authorities. walls to be 90mm MGP with all other walls as noted on Floor Plan.
2. Brickwork shall comply with AS 3700. at
All brickwork shall be solidly bonded and laid on a full bed of 10mm. mortar 11. Smoke detectors to comply with AS 3786 and must also comply with the BCA 20. Glass bricks to be laid in 3:1 mortar mix using fatty sand & waterproofing agent
with all joints filled. Wall ties spaced at 460mm. cts horizontally and 610mm. 3.7.2. with 6mmØ. reinforcing rods every horizontal course. Set into jambs 15mm. min.,
cts vertically or vice-versa and within 300mm of articulation joints, to comply perimeter panels to be sealed with silicon and/or foam expansions in channel. 146 SOLAR ROAD, EAGLES NEST,
with AS 2699. 12. Safety switches to be installed to the requirements of the local
Controlling Authority. 21. Figured dimensions shall always take precedence over scale. MT COOROY, QLD 4563
3. Subfloor ventilation;
- 150mm. min. bearer to ground clearance for strip flooring. 13. All glazing to comply with AS 1288-2006. 22. Termite prevention works must be in accordance with AS 3660.1 - 2000.
- 200mm. min. bearer to ground clearance for sheet flooring.
- Minimum 7500mm²/Metre of external masonry veneer wall. 14. From information provided, the design wind speed is N3 (41m/s). 23. For buildings in close proximity to the sea, ensure that all steelwork, brick
- Minimum 22000mm²/Metre of internal dwarf walls. cavity ties, steel lintels, etc. that are embedded or fixed into masonry, be protected
- Weep holes at max. 1200mm. centres to comply with AS 3700. 15. Insulation to comply with Clause F6.1 (Building Code of Australia) with a in accordance with AS 1650 or AS 3700-1988 Table 2.2, hot dipped galvanised
minimum rating of; iron, stainless steel or cadmium coated.
4. Damp-proof courses to be an approved waterproof cement mortar or Timber Floors PLAN SCHEDULE
bituminous paper placed 75mm. below floor level. - R2.5 min. to new habitable roof and/or ceiling areas only. 24. The Builder to take all measures necessary to ensure the stability of new
A second course to be laid 1 or 2 brick courses higher. - R1.5 min. double sided foil to new external walls. and/or existing structures during construction and generally ensure the
- R1.5 min. double sided expandable foil to new timber floors. watertightness of all works during construction. A101 Cover Sheet
5. Firebox inserts shall be installed in accordance with manufacturers Concrete Floors A102 Site Plan
specifications and in accordance with AS 2918. - R2.5 min. to new habitable roof and/or ceiling areas only. 25. These plans have been prepared for the exclusive use of the customer and
- R1.3 min. double sided foil to new external walls. only for the purpose expressly notified to the author. Any other person who uses A103 Floor plan on exist survey
6. Top soil and all organic matter to be removed from under where a concrete or relies on these plans without the written consent of Southern Cross Design & A104 Ground Floor Plan
slab-on-ground is to be poured. 16. No part of any building to encroach Site or Title boundaries. Drafting does so at their own risk and no responsibility is accepted by Southern
Cross Design & Drafting for such use and/or reliance. A105 Elevations
7. Structural steel and concrete to comply with the Structural Engineer's 17. Provide Bush fire preventative measures where required by local Council
design and computations and shall take precedence over instructions on this 26. DO NOT SCALE OFF DRAWINGS.
A106 Sections 1
plan. 18.Stair design; The Owner/Builder and/or subcontractor to confirm all dimensions, setbacks and A107 Roof Plan
- Risers 190mm. Maximum levels prior to commencing construction, ordering materials or preparing shop
8. Reinforced concrete to be min. 25MPa. complying with AS 2870 - 1996, 115mm. Minimum drawings and shall be responsible for ensuring that all building works conform to A108 Reflected Ceiling Plan
(unless directed otherwise by structural Engineer) and; - Treads 355mm. Maximum the Building Code of Australia, AS codes (current editions) Building regulations, A109 Schedules
- Trench mesh for concrete footings to be lapped a min. 500mm. and have a 240mm. Minimum local by-laws and Town Planning requirements. All discrepancies must be referred
top and/or bottom cover of min. 50mm, unless directed otherwise by - Risers and Treads to be constant in size throughout the flight. to this office for clarification. A110 Notes
Engineer. - Ensure gap between treads does not exceed 125mm, or provide infills to block A111 Electrical Plan
- Fabric mesh to be lapped a minimum of 225mm. and have a minimum top access if larger. 27. © COPYRIGHT WARNING.
and/or bottom cover of 25mm, unless directed otherwise by Engineer. - Min. 2000mm. vertical head clearance when measured from the nosing of the This plan is the exclusive property of Southern Cross Design & Drafting and must
tread. not be used, reproduced or copied, wholly or in part. Any infringement of the
9. Garages, Open Garages and Carports to have a maximum height of - Stair to be min. 750mm. wide when measured clear of all obstructions. Copyright will result in legal action being taken against both the Owner and/or
3600mm,when measured from the ground level to the top of the roofing, at or - Handrail to be a constant minimum 865mm high above the nosing of treads Builder.
within 1000mm. of the Title boundary, and shall not be constructed so as to and minimum 1000mm. high above all landings, balconies and the like that
reduce the open-to-sky space to less than 1000mm. from the edge of the exceed 1000mm. above the finished adjacent ground or floor level. 28. These notes are neither exhaustive nor a substitute for regulations, statutory
guttering/barge board to a habitable room window on it's own site. - Balusters and rails, etc., to have max. spacing of 125mm. requirements, building practice or contractual obligations and unless expressly
- Wire balustrading to comply with Table 3.9.2.1 of the BCA. stated otherwise, are provided only as a guide.
No responsibility is accepted for their use.
29. These Drawings are to be used in conjuction with Engineering Drawings.
3D View 1
Scale:
ISSUES NOTES:
Rev. Date Description Scan here
Scale: Drawn: Job No: NEW DWELLING
These drawings have been prepared for Building Permit application only. It is the
H 10-10-2014 Revisions as per client's requests Builders/owners responsibilitly to further interpret the design and drawings to detail AS for
K 12-11-2014 Revisions as per client's requests the project for construction. DO NOT
Unit 5/174 Brisbane Rd, Builder shall verify all locations of services, dimensions and levels prior to
L 26-11-2014 Revisions as per client's requests Mooloolaba, QLD construction.
Setout dimensions on site shall be confirmed by builder before commencement of SCALE ANY CAROL & IAN GORDON Cover Sheet
Ph: 5478 0222
Fax: 5478 0555 construction & ordering. at
Amend setout if necessary to comply with council by-laws and setbacks distances. DIMENSIONS Date: Checked: Sheet No:
QR Code During construction the building shall be maintained and no part shall be 146 SOLAR ROAD, EAGLES NEST,
overstressed. 12-11-2014 TL A101
www.southerncrossdrafting.com.au MT COOROY, QLD 4563
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