Geoff & Linda Andrew 1 Great Ocean Road GREY RIVER, VIC, 3234 CORRUGATED COLORBOND WALL COLOUR: WALLABY CORRUGATED COLORBOND ROOF COLOUR: MONUMENT JAMES HARDIE LINEA BOARD COLOUR: HAYMES WILDERNESS Cover Page General Notes A1.01 3D Views A1.02 Site Plan - Existing A1.03 Site Plan - Proposed A1.04 Site Rescode Plan A1.05 Shadows A1.06 Set Out Plan A1.07 Site Cut A1.08 Ground Floor Plan A2.01 First Floor Plan A2.02 Elevations A2.03 Elevations A2.04 Roof Plan A2.05
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Geoff & Linda Andrew1 Great Ocean RoadGREY RIVER, VIC, 3234
CORRUGATED COLORBONDWALL COLOUR: WALLABY
CORRUGATED COLORBONDROOF COLOUR: MONUMENT
JAMES HARDIE LINEA BOARDCOLOUR: HAYMES WILDERNESS
Cover PageGeneral Notes A1.013D Views A1.02Site Plan - Existing A1.03Site Plan - Proposed A1.04Site Rescode Plan A1.05Shadows A1.06Set Out Plan A1.07Site Cut A1.08
Ground Floor Plan A2.01First Floor Plan A2.02Elevations A2.03Elevations A2.04Roof Plan A2.05
Enclosure by external wall or by steel, bronze or aluminium mesh. Non-combustible or naturally fire resistant timber supports where the subfloor is unenclosed
FLOORS
EXTERNAL WALLS
EXTERNALWINDOWS
EXTERNAL DOORS
ROOFS
VERANDASDECKS ETC.
Concrete slab on ground or enclosure by external wall, metal mesh as above or flooring less than 400mm above ground level to be non combustible, naturally fire resistant timber or protected on the underside with sarking or mineral wool insulation
Non-combustible material (masonary, brickveneer, mud brick, aerated concrete, concrete), timber frame, steel framed walls sarked on the outside and clad with 6mm fibre cement sheeting or steel sheeting or bushfire resistant timber
5mm toughened glass with openable portion screened and frame of metal or metal reinforced PVC-U, or bushfire resistant timber and portion within 400mm of ground, deck etc. screened
Screened with steel, bronze or aluminium mesh or non-combustible or 35mm solid timber for 400mm above threshold, metal or bushfire resistant timber frame tight - fitting with weather strips at base
Non-combustible covering, Roof/Wall junction sealed. Openings fitted with non-combustible ember guards. Roof to be fully sarked
Enclosed sub floor space or non-combustible or bushfire resistsnt timber supports. Decking to be non-combustible or bushfire resisting timber
These plans have been prepared for the exclusive use by the client of P.J.Scott Homes ("The Designer") for the purpose expressly notifed to the Designer. Any other person who uses or relies on these plans without the Designers written consent does so at their own risk and no responsibility is accepted by the Designer for such use and/or reliance.
All materials and work practices shall comply with, but not limited to the building interim Regulations 2017, National Construction Code Series 2016 Building Code of Australia Vol 2 and all relevant current Australian Standards (as amened ) referred to therein.Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2016 Building Code of Australia Volume 2.All materials and construction practice shall meet the performance of the BCA. where a performance solution is proposed then, prior to implementation or installation, it first must be assessed and approved by relevant Building Surveyor as meeting the performance requirements of the BCA.
Waterproofing of wet areas, being bathrooms, showers, shower rooms, laundries, sanitary compartments and the like shall be provided in accordance with AS 3740-2010: Waterproofing of Domestic Wet Areas.
Step Sizes (other than for spiral stairs)to be - Risers (R) 190mm Maximum and 115mm Minimum - Going (G) 355mm Maximum and 240mm Minimum - 2R + 1G = 700mm Maximum and 550mm Minimum - with less than 125mm gap between open treads.
All treads, ladings and the like to have a slip-resistance classification of P3 or R10 for dry surface conditions and P4 or R11 foe wet surface conditions, or a nosing strip with a slip-resistance classification of P3 for dry surface conditions and P4 for wet surface conditions
Provide barriers where change in level exceeds 1000mm above the surface beneath landings, ramps and/or treads. Barriers (other than tensioned wire barriers) to be - 1000mm min. above finished surface level of balconies, landings or the like, and - 865mm min. above finished surface level of stair nosing or ramp, and - vertical with less than 125mm gap between, and - any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, ramps and/or treads.
Wire barrier construction to comply with NCC 2016 BCA Part 3.9.2.3 for class 1 and 10 Buildings and NCC 2016 BCA Volume 1 Part D2.16 for other Classes of Buildings.Top of handrails to be minimum 865mm vertically above stair nosing and floor surface of ramps.
All Stormwater to be taken to legal point of discharge to the Relevant Authorities approval. 90mm DIA. Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and connected to legal point of stormwater discharge. Provide inspection openings at 9000mm C/C and at each change of direction. The cover to underground stormwater drains shall be not less - 100mm under soil - 50mm under paved or concrete areas - 100mm under unreinforced concrete or paved driveways - 75mm under reinforced concrete driveways.
The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at a sufficient distance from any buildings footing and/or slab edge beams so as to prevent general moisture penetration, dampness, weaking and undermining of any building and its footing system.
The Builder shall take all steps necessary to ensure the stability and general water tightness of all new and/or existing structures during all works.
Installation of all services shall comply with the respective supply authority requirements.
Provide an impervious substrate and select surface finish to floors within 1500mm of an unenclosed shower and same towalls at 1800mm above floors and 150mm above Bath,Sinks,Basins and Trough splash Backs and the like.
Building tie downs to be provided in accordance with AS1684-1999 for an assumed design gust wind speed/wind classification of N3(w41) (Subject to comfirmation on site by relevent building surveyor at first inspection) refer to AS1684 for construction requirements.
These Drawings shall be read in conjuction with all relevant structural and all other consultants drawings/ details and with any other written instructions issued in the course of the contract
These Drawings shall be read in conjuction with any Energy Rating (HERS) report and shall be constructed in accordance with the stamped plans endorsed by the accredited Thermal Performance Assessor without alteration
Where the building (excludes a detached Class 10) is located in a termite prone area the building is to be provided with a termite management system
Buiuldings in marine or other exposureenvironments shall have masony units , motar and all built in components and the like complying with the durability requirements of Table 4.1 of AS 4773.1-2010 Masonry in small buildings Part 1: Design
GLAZING: All glazing shall be carried out in accordance with AS1288. All glass sliding doors shall be clearly marked with safety markings. All framed glazing where the lowest sight line of the glazing panel is less than 500mm from the highest abutting finished floor level shall be grade A safety glazing material in accordance with AS1288-2006 except the ordinary annealed glass maybe used as follows:
Max Glazing Panel Area Standard Nominal Ticknessup to and including 0.1sqm 3mmup to and including 0.3sqm 4mmup to and including 2.0sqm 5mm
All Glazing to be standard nominal thick annealed unless listed otherwise in the window schedule.
Energy Rating Conducted by:FRATER ENERGY - VIC/BDAV/15/1682
OF P.J.SCOTT HOMES AND MAY NOT BE USED IN WHOLE OR PART WITHOUT EXPRESS
WRITTEN PERMISSION
CONTRACTORS MUST VERIFYALL DIMENSIONS AND LEVELS
ON SITE PRIOR TO COMMENCING
ANY WORK OR MAKING ANY SHOP DRAWINGS.
DO NOT SCALE DRAWINGS ALWAYS USE WRITTEN
DIMENSIONS. ROOF
CLIENT:
JOB ADDRESS:
Custom Geoff & Linda Andrew
1 Great Ocean RoadGREY RIVER, VIC, 3234
Page No: A2. 1 Scale:Drawn By:NM
Date Created: Date Modified: August 26, 2021Date Issued: September 20, 2021
V1:Version Changes
3/7/2020
Colourbond Corrugated Iron Roof Monument @ 10 Deg on Metal Battens @ 900C/C with Safety batten between on Trusses to Manufactures Specs @ 900 C/C with Metal Ceiling Battens @450 C/C and 10mm Plaster Ceiling
10 Deg
15 Deg
1:100
DP DP
DP DP
Colourbond Corrugated Iron Roof Monument @ 15 Deg on Metal Battens @ 900C/C with Safety batten between on Trusses to Manufactures Specs @ 900 C/C with Metal Ceiling Battens @450 C/C and 10mm Plaster Ceiling
Down Pipes, Fascia and Gutter to be Colorbond 'Monument'