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SITE INFORMATION
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All All materials materials and and work work practices practices shall shall comply comply with, with, but but not not limited limited to to the the Building Building Regulations Regulations 2018, 2018, the the National Construction Code Series 2019 Vol 2 and all relevant current Australian Standards (as National Construction Code Series 2019 Vol 2 and all relevant current Australian Standards (as amended) amended) referred to to therein. therein. referred
GENERAL NOTES (NCC 2019 BCA Vol 2) ● ●
All practice shall of Construction All materials materials and and construction construction practice shall meet meet the Performance Requirements of the the National National Construction work practices shall comply with,the butPerformance not limited toRequirements the Building Regulations 2018, the Code. Where an alternative solution is proposed then prior to implementation or installation it first must Code. Where an alternative solution2019 is proposed prior to implementation or installation it first must be be National Construction Code Series Vol 2 andthen all relevant current Australian Standards (as amended) assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the referred to therein. National Construction Code. National Construction Code. All materials and construction practice shall meet the Performance Requirements of the National Construction Glazing including safety shall installed to and so as with: Glazing including safety glazing glazing shall isbe beproposed installed then to aa size, size, type and thickness thicknessor soinstallation as to to comply comply with: Code. Where an alternative solution prior type to implementation it first must be NCC 2019 2019 Part 3.6 for Class 1 and 10 buildings within a design wind speed of not more than N3, and of the --assessed NCC Part 3.6 for Class 1 and 10 buildings within a design wind speed of not more than N3, and and approved by the Relevant Building Surveyor as meeting the Performance Requirements --National NCC 2019 Part B1.4 for Class 2 to 9 buildings NCC 2019 Part B1.4 Code. for Class 2 to 9 buildings Construction
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Land Title Reference
175936 / 3
Wind Classification
N3
Ref to Peter Hofto Report Page 2
Soil Classification
M
Ref to Peter Hofto Report Page 2
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Climate Zone
7
Bal Level
12.5
Ref to James (Jim) Mulcahy Report
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Corrosion Environment
N/A
Waterproofing of wet wet areas, being bathrooms, showers, shower rooms, laundries, sanitary compartments Waterproofing of areas, being bathrooms, showers, shower laundries, sanitary compartments Glazing including safety glazing shall be installed to a size, type rooms, and thickness so as to comply with: and the like shall be provided in accordance with AS 3740-2010: Waterproofing of Wet Areas Residential and the2019 like shall be provided with AS 3740-2010: Areas inN3, Residential - NCC Part 3.6 for Classin1 accordance and 10 buildings within a design Waterproofing wind speed of of notWet more thanin and Buildings. Buildings. - NCC 2019 Part B1.4 for Class 2 to 9 buildings
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Zoning
Rural Living
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Building Classification
1a
These Drawings shall be read read in conjunction conjunction with any House House Energy Rating (HERS) report compartments and shall shall be be These Drawings be in any Energy Rating (HERS) report and Waterproofing of shall wet areas, being bathrooms,with showers, shower rooms, laundries, sanitary constructed in accordance with the stamped plans endorsed by the accredited Thermal Performance constructed in accordance withinthe stamped with plansAS endorsed by the accredited Thermal Performance and the like shall be provided accordance 3740-2010: Waterproofing of Wet Areas in Residential Assessor Assessor without alteration. alteration. Refer Refer to to energy energy rating rating report report by by ................................... ................................... Buildings. without
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Alpine Area
N/A
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Other Hazards
N/A
DWELLING FLOOR AREA
200.64m²
SHED FLOOR AREA
195.77m²
DECK AREA
20m²
Energy rating Energy rating requirements: requirements: These Drawings shall be read in conjunction with any House Energy Rating (HERS) report and shall be -constructed All external and to be - All externalinwindows windows and doors doors to stamped be weathersealed weathersealed accordance with the plans endorsed by the accredited Thermal Performance All new new exhaust exhaust fans to be self-sealing Andrew Hall --Assessor All fans to be self-sealing without alteration. Refer to energy rating report by ................................... -- Ensure that new downlights are installed with approved non-ventilated Ensure that new downlights are installed with approved non-ventilated downlight downlight covers covers that that minimise minimise insulation and ventilation loss insulation andrequirements: ventilation loss Energy rating -Window glazing as per perand schedule -Window glazing as schedule - All external windows doors to be weathersealed -All gaps and cracks sealed -All gaps and cracks sealed - All new exhaust fans to be self-sealing - Ensure that new downlights are installed with approved non-ventilated downlight covers that minimise Insulation Insulation Value: insulationValue: and ventilation loss Floors R Rglazing as per schedule ---Window Floors ---All Internal Walls R Internal Wallscracks R sealed gaps and -- External Walls External Walls R R Ceilings R R --Insulation Ceilings Value: - Floors R Step sizes (other Step sizesWalls (otherR than than for for spiral spiral stairs) stairs) to to be: be: - Internal -- Risers (R) 190mm maximum and 115mm Risers 190mm minimum External(R)Walls R maximum and 115mm minimum Going (G) 355mm maximum and 240mm minimum -- Going (G) 355mm maximum and 240mm minimum Ceilings R -- 2R 2R ++ 1G 1G == 700mm 700mm maximum maximum and and 550mm 550mm minimum minimum --Step With less than 125mm gap between Withsizes less (other than 125mm between open treads than forgap spiral stairs)open to be:treads - Risers (R) 190mm maximum and 115mm minimum All treads, the to non slip All treads, landings and the like likeand to have have nonminimum slip finish finish or or suitable suitable non-skid non-skid strip strip near near edge edge of of nosing. nosing. - Going (G)landings 355mm and maximum 240mm - 2R + 1G = 700mm maximum and 550mm minimum Provide balustrades where in Provide balustrades where change in level level exceeds 1000mm above above the the surface surface beneath beneath landings, landings, ramps ramps - With less than 125mm gapchange between open exceeds treads 1000mm and/or treads. treads. Balustrades Balustrades (other (other than than tensioned tensioned wire wire balustrades) balustrades) to to be: be: and/or -All min. landings or - 1000mm 1000mm min. above above finished surface level of balconies, landingsnon-skid or the the like, like, and treads, landings andfinished the likesurface to havelevel non of slipbalconies, finish or suitable stripand near edge of nosing. -- 865mm min. above finished surface level of stair nosing or ramp, and 865mm min. above finished surface level of stair nosing or ramp, and Verticalbalustrades with less less than than 125mm gapinbetween, between, and 1000mm above the surface beneath landings, ramps --Provide Vertical with 125mm gap and where change level exceeds --and/or Any horizontal element within the balustrade between 150mm Any horizontal element within thethan balustrade between 150mm and andto760mm 760mm above the the floor floor must must not not treads. Balustrades (other tensioned wire balustrades) be: above facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, where changes in level 4000mm aboveorthe beneath landings, ramps ramps - facilitate 1000mmclimbing min. above finished surface levelexceeds of balconies, landings thesurface like, and and/or treads. - and/or 865mmtreads. min. above finished surface level of stair nosing or ramp, and -- Wire balustrade comply with Wire balustrade construction togap comply with NCC NCC 2019 Volume Volume 22 Part Part 3.9.2.3 3.9.2.3 for for Class Class 11 and and 10 10 Buildings Buildings Vertical with lessconstruction than 125mmto between, and 2019 and NCC 2019 Volume 1 Part D2.16 for other Classes of Buildings. 2019 element Volume within 1 Part the D2.16 for otherbetween Classes150mm of Buildings. - and Any NCC horizontal balustrade and 760mm above the floor must not facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, ramps Hand rails to be be 865mm 865mm minimum minimum above above stair stair nosing nosing and and 1,000mm 1,000mm above above finished finished floor floor levels levels of of landings. landings. Hand rails to and/or treads. - Wire balustrade construction to comply with NCC 2019 Volume 2 Part 3.9.2.3 for Class 1 and 10 Buildings Window sizes nominated nominal Actual size vary Window sizes nominated are nominal only. Actual size may may vary according according to to manufacturer. manufacturer. and NCC 2019 Volume 1are Part D2.16 only. for other Classes of Buildings. Windows to be flashed all around. Windows to be flashed all around. Hand rails to be 865mm minimum above stair nosing and 1,000mm above finished floor levels of landings. Where Where the the building building (excludes (excludes aa detached detached Class Class 10) 10) is is located located in in aa termite termite prone prone area area the the area area to to underside underside of building and perimeter is to be treated against termite attack. Termite protection to comply with of building andnominated perimeter is be treated against attack. protection to comply with NCC NCC 2019 2019 Window sizes aretonominal only. Actualtermite size may varyTermite according to manufacturer. Volume 2 Part 3.1.3 Table 3.1.3.1 for Class 1 and 10 Buildings. Volume 2 Part 3.1.3 Table 3.1.3.1 for Class 1 and 10 Buildings. Windows to be flashed all around.
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DRAWING SCHEDULE
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A01
GENERAL NOTES
A23
PROPOSED SHED PLAN
A02
BAL 12.5 Construction Notes-1
A24
PROPOSED SHED ELEVATIONS
A03
BAL 12.5 Construction Notes-2
A25
PROPOSED SHED SECTION
A04
LOCATION PLAN
A05
SITE PLAN
A06
PROPOSED GROUND FLOOR PLAN
A07
PROPOSED GROUND FLOOR FINISHES
A08
FOOTING GROUND FLOOR PLAN
A09
ROOF FRAMING & BRACING PLAN
A10
PROPOSED ROOF PLAN
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A11
REFLECTED CEILING PLAN - LIGHTING
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A12
DRAINAGE PLAN
A13
ELEVATIONS
A14
ELEVATIONS
A15
SECTIONS
A16
(house)WATERPROOFING DETAILS
A17
STAIR DETAILS
A18
(House)DETAILS
A19
WINDOW & DOOR SCHEDULE
A20
KITCHEN DETAILS
A21
BUSHFIRE PROTECTION PLAN
A22
PROPOSED SHED PLANS
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● ● ● ● This drawing is the property of Roo op Building & Interior Studio, reproduc on in whole or part is strictly forbidden without wri en consent © ● ●2020 REV. Amendment Date Dwg Title:
General Notes GSPublisherVersion 0.4.100.100
Architect
● ● Designer / Architect Name ............ Accredita on number
............
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Concrete Concrete stumps: Where thestumps: building (excludes a detached Class 10) is located in a termite prone area the area to underside -of to long xx 100mm (1 H.D. Wire) - Up Up to 1400mm 1400mm long to to be beis 100mm 100mm 100mm (1 No. No. H.D.attack. Wire) Termite protection to comply with NCC 2019 building and perimeter to be treated against termite 1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. Wires) Wires) --Volume 1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. 2 Part 3.1.3 Table 3.1.3.1 for Class 1 and 10 Buildings. -- 1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. 1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. Wires) Wires) --Concrete 100mm 100mm 100mm xxstumps: 100mm stumps stumps exceeding exceeding 1200mm 1200mm above above ground ground level level to to be be braced braced where where no no perimeter perimeter base brickwork provided. provided. - base Up tobrickwork 1400mm long to be 100mm x 100mm (1 No. H.D. Wire) - 1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. Wires) For buildings in or shall have masonry For buildings in marine marinelong or other other exposure environments shall have masonry units, units, mortar mortar and and all all built built in in - 1801mm to 3000mm to beexposure 125mm xenvironments 125mm (2 No. H.D. Wires) components and the like complying with the durability requirements of Table 4.1 of AS4773.1-2010 components and thestumps like complying with the durability of be Table 4.1 of AS4773.1-2010 ‘Masonry - 100mm x 100mm exceeding 1200mm above requirements ground level to braced where no perimeter‘Masonry inbase smallbrickwork buildings’provided. Part 1: 1: Design Design in small buildings’ Part All be to legal of to Relevant Authorities approval. All stormwater tomarine be taken taken to the theexposure legal point point of discharge dischargeshall to the thehave Relevant Authorities approval. Forstormwater buildings into or other environments masonry units, mortar and all built in components and the like complying with the durability requirements of Table 4.1 of AS4773.1-2010 ‘Masonry These drawings shall be1:read read in conjunction conjunction with with all all relevant relevant structural structural and and all all other other consultants consultants These in in smalldrawings buildings’shall Partbe Design drawings/details and with any other written instructions issued in the course of the contract. drawings/details and with any other written instructions issued in the course of the contract. All stormwater to be taken to the legal point of discharge to the Relevant Authorities approval. Site Site plan plan measurements measurements in in metres metres -- all all other other measurements measurements in in millimetres millimetres u.n.o. u.n.o. These drawings shall be read in conjunction with all relevant structural and all other consultants Figured dimensions over dimensions. Figured dimensions take precedence over scaled scaled dimensions. drawings/details andtake withprecedence any other written instructions issued in the course of the contract. The shall steps necessary to the and water Building & inInterior Studio The Builder shall take take all all in steps necessary to ensure ensure the stability stability and general general water tightness tightness of of all all new new Site Builder plan measurements metres - all other measurements millimetres u.n.o. and/or existing existing structures structures during during all all works. works. and/or L5 111 Cecil St | South Mel | Victoria
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3205
Figured dimensions take precedence over scaled dimensions. The and The Builder Builderalex.lee7021@gmail.com and Subcontractors Subcontractors shall shall check check and and verify verify all all dimensions, dimensions, setbacks, setbacks, levels levels and and specifications specifications and all other relevant documentation prior to the commencement of any works. Report all creatorq@hotmail.com and other relevant prior to ensure the commencement of any works. Report all discrepancies discrepancies to The all Builder shall takedocumentation all steps necessary the stability and general water tightness of all new to this office for clarification. this office for clarification. and/or existing structures during all works.
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These drawings shall be read in conjunction with all relevant structural and all other consultants These drawings shall be read conjunction with all relevant and allofother consultants drawings/details and with any in other written instructions issuedstructural in the course the contract. drawings/details and with any other written instructions issued in the course of the contract. Site plan measurements in metres - all other measurements in millimetres u.n.o. Site plan measurements in metres - all other measurements in millimetres u.n.o. Figured dimensions take precedence over scaled dimensions. Figured dimensions take precedence over scaled dimensions. The Builder shall take all steps necessary to ensure the stability and general water tightness of all new The Builder shall take all steps and/or existing structures duringnecessary all works.to ensure the stability and general water tightness of all new and/or existing structures during all works. The Builder and Subcontractors shall check and verify all dimensions, setbacks, levels and specifications The Builder Subcontractors shallprior checkto and verify all dimensions, levels all anddiscrepancies specificationsto and all otherand relevant documentation the commencement of anysetbacks, works. Report and all other documentation prior to the commencement of any works. Report all discrepancies to this office for relevant clarification. this office for clarification. Installation of all services shall comply with the respective supply authority requirements. Installation of all services shall comply with the respective supply authority requirements. The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located The Builder and Subcontractor ensure that all stormwater drains, sewer pipes and the general like are moisture located at a sufficient distance from anyshall buildings footing and/or slab edge beams so as to prevent at a sufficientdampness, distance from any buildings footing and/or slabbuilding edge beams as to prevent penetration, weakening and undermining of any and itssofooting system. general moisture penetration, dampness, weakening and undermining of any building and its footing system. These plans have been prepared for the exclusive use by the Client ofROOFTOP ARCHITECTURE & DESIGN These plans haveforbeen preparedexpressly for the exclusive usethebyDesigner. the Client Any ofROOFTOP ARCHITECTURE & DESIGN (‘The Designer’) the purpose notified to other person who uses or relies (‘The Designer’) for thethe purpose expressly notified to the Designer. Any other uses or relies on these plans without Designer’s written consent does so at their own riskperson and nowho responsibility is on these plans thefor Designer’s accepted by thewithout Designer such usewritten and/orconsent reliance.does so at their own risk and no responsibility is accepted by the Designer for such use and/or reliance. The approval by this office of a substitute material, work practice, variation or the like is not an authorisation The this office of a substitute work practice, variation like isto not authorisation for itsapproval use or abycontract variation. Any saidmaterial, variations must be accepted by or allthe parties thean agreement and for its use or a contract variation. Any said variations must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing the said variation. where applicable the Relevant Building Surveyor prior to implementing the said variation.
STORMWATER STORMWATER ● ● ● ●
90mm DIA. Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and connected to the legal point 90mm DIA. Class 6 UPVCProvide stormwater line laid to a minimum gradeC/C of 1:100 connected the legal point of stormwater discharge. inspection openings at 9000mm and atand each change oftodirection. 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 than The coverunder to underground stormwater drains shall be not less than - 100mm soil - 100mm 50mm under soil paved or concrete areas - 100mm 50mm under paved or concrete areas unreinforced concrete or paved driveways - 100mm concrete or paved driveways 75mm under unreinforced reinforced concrete driveways - 75mm under reinforced concrete driveways
SITE ENVIRONMENT DESIGN INFORMATION SITE ENVIRONMENT DESIGN INFORMATION Site Bushfire Attack Assessment (simplified method) Site Bushfire Attack Assessment (simplified method) ● This property (IS / IS NOT) located in a bushfire prone area. ● This property (IS / IS NOT) located in a bushfire prone area. Site Classification Site Classification ● Site classification as Class: (Insert soil classification) ● Site Class: (Insert soil classification) Referclassification to soil reportasNo: (Insert soil report number) Refer to soilSoil report No: (Insert soil report number) By: (Insert Engineer) By: (Insert Soil Engineer) Design gust wind speed / wind classification Design gust wind speed / wind classification ● Building tie-downs to be provided in accordance with AS1684-2010 for an assumed design gust wind ● Building tie-downs to be provided in accordance with AS1684-2010 assumed designSurveyor gust wind speed / wind classification of 33m/s (subject to confirmation on site for by an Relevant Building at first M in accordance with AS2870 speed / windrefer classification (subjectrequirements. to confirmation on site by Relevant Building Surveyor at first inspection) to AS1684offor33m/s construction GEOTECH20-217 inspection) refer to AS1684 for construction requirements. PETER GOFTO Climate Zone Climate Zone ● Climate zone for thermal design / thermal performance assessment : Zone (Insert Climate Zone). ● Climate zone for thermal design / thermal performance assessment : Zone (Insert Climate Zone). Corrosion protection of built-in structural members Corrosion protection of built-in structural members WIND CLASSIFICATION N3 connectors, ● Provide corrosion protection of built-in structural steel members such as LOAD steel lintels, shelf angles, ● Provide corrosion of built-in structural with steelNCC members as steel lintels, shelf angles, connectors, accessories (otherprotection than wall ties) in accordance 2019 such Volume 2 Table 3.3.3.2 suitable accessories (other than wall ties) in with NCC 2019 Volume 2 Table 3.3.3.2 suitable for an Environment Classification of accordance (Insert environment classification). for an Environment Classification of (Insert environment classification). 7 Corrosion protection for sheet roofing Corrosion protection for sheet roofing ● Provide corrosion protection for sheet roofing in accordance with NCC 2019 Volume 2 Table 3.5.1.1a ● Provide protectionClassification for sheet roofing in accordance with classification). NCC 2019 Volume 2 Table 3.5.1.1a suitable corrosion for an Environment of (Insert environment suitable for an Environment Classification of (Insert environment classification).
AUTHORITIES / CONSULTANTS
AUTHORITIES / CONSULTANTS AUTHORITIES / CONSULTANTS
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Municipality Name: Clarence City Council Ph: 03Municipality 6217 9500
Municipality Name: Name: Ph: Engineer ● Hydraulics Name:Ph: Ph: Sewerage Authority ● ● Sewerage Authority Name: Name: Ph: Kim Client John Lee & Jenny Ph: Address LOT●3 68 KINGS ROAD , CAMBRIDGE Structural Engineer ● Structural Engineer Name: Site Area 23.13 Ha Name: Ph: Date 27/08/2021 Ph: ● Geotechnical Engineer
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Structural Engineer Name: Kay consulting Ph: 0400 825 116
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Geotechnical Engineer Name: Rock Solid Geotechinics Ph: 0417 960 769
Design
Scale
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A.LEE 1:70.46
Project Orig. size
Energy Assessor Name: Tilmax Ph: 0434 527 005
A3
Drawn
Chkd
A.LEE Job no.
81.1791
Proposed Class 1a Dwelling Drawing No.
A01
A.LEE
(1 of 18)