RESIDENCE - Shire of Glenelg

designers by natureABN 280 979 293 72Registration Number DP-AD 1430

Address: 152 TIMOR STREET WARRNAMBOOL VICTORIA 3280 AUSTRALIAP +0499 058 417 | E [email protected] |W www.designersbynature.com.au

General NotesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the designer.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey

GRAY RESIDENCE

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1656 Bridgewater Road, CapeBridgewater

Rod + Wendy

CONSTRUCTION DOCUMENTSDRAWING LISTS AND

NOTES

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DEAN

25/03/2021PRINCIPAL DRAWING SCALE

1:100 (unless noted) @ A1IN METRES

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SHEET INDEX

GENERAL INFO

CONSTRUCTION DOCUMENTS

PLANS

ELEVATIONS

SECTIONS

SCHEDULES

COUNCIL DOCUMENTS

VIEWS

0

1

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COVER PAGE

DRAWING LISTS AND NOTES

SITE CONTEXT + TITLE

PROPOSED SITE

PLANS

RCP + ELECTRICAL

ELEVATIONS

SECTIONS

DOOR + WINDOW SCHEDULE

SHADOW DIAGRAMS

PERSPECTIVES

Notes0.0 General Notes0.01.01 Site Notes:

* Site levels - refer engineers ©drawings * Drainage - refer engineers drawings * Retaining walls - setout, design; read in conjunction withengineers drawings

0.01.02 Sewer disposalSewer to dispose to legal point of discharge as located on plan OR assupplied by relevant water authority

0.01.03 Stormwater disposalStormwater disposal to legal point of discharge as located on plan OR assupplied by relevant water authority OR connect into rain water tank assized to comply with roof catchment area and annual rain fall data

0.01.04 Site cut batterBatter site cut to angle of repose as required for soild conditions with agidrain at base of cut to move water away, ensure cuts do not undermineany existing or proposed structures (refer engineering as required)

0.01.05 Site contoursSite contours as taken from survey plan to be site checked prior tocommencement of works (to Australian Height Datum - AHD) if noted

0.01.06 Existing spot levels0.01.07 Stormwater

#.....mm DIA. Class 6 upvc stormwater line laid to a minimum grade of1:100 and connected to legal point of stormwater discharge.

Provide inspection openings at 9000mm C/C and at each change ofdirection.

The cover to underground storm water drains shall be not less than;(i) 100mm under soil.(ii) 50mm under paved or concrete areas.(iii) 100mm under unreinforced concrete or paved driveways.(iiii) 75mm under reinforced concrete driveways.

0.02.01 Setout Notes:SETOUT NOTES: <Contractor to obtain surveyors certificates duringconstruction to confirm compliance with height in relation to boundaryrequirements

0.02.02 Title boundaryTitle boundary as per title information

0.02.03 Building envelopeBuilding envelope as per ResCode standards

0.02.04 Adjoining titleTitle boundary to adjoining property

0.05.01 Floor Plan Notes:Refer drawing A.513 for panel elevations

0.08.01 Consultants / Authorities Notes:0.08.02 Consultants + authorities list

Municipality:warrnambool city council03 5559 4800

Sewerage authority:wannon water03 5522 3500

Building surveyor:by client

Structural engineergreening structural + civil03 5562 5599

Geotechnical engineer:greening structural + civil03 5562 5599

Thermal performance assesor:southern energy raters0420 354 004

0.09.01 General Residential Notes:All materials and work practices shall comply with, but not limited to theBuilding Interim Regulations 2017, National Construction Code Series2016 Building Code of Australia Vol 2 and all relevant current AustralianStandards (as amended) referred to therein.

Unless otherwise specified, the term BCA shall refer to NationalConstruction Code Series 2016 Building Code of Australia Volume 2.

All materials and construction practice shall meet the PerformanceRequirements of the BCA. Where a performance solution is proposedthen, prior to implementation or installation, it first must be assessed andapproved by the Relevant Building Surveyor as meeting the PerformanceRequirements of the BCA.

0.09.02 Glazing:Glazing, including safety glazing, shall be installed to a size, type andthickness so as to comply with: (i) BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3; and (ii) BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.

0.09.03 Waterproofing:Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided inaccordance with AS 3740-2010: Waterproofing of Domestic Wet Areas.

0.09.05 Stairs, Handrails + Landings:Step sizes (other than for spiral stairs) to be: (i) Risers (R) 190mm maximum and 115mm minimum (ii)Going (G) 355mm maximum and 240mm minimum (iii) 2R + 1G = 700mm maximum and 550mm minimum (iiii) with less than 125mm gap between open treads.

All treads, landings and the like to have a slip-resistance classification ofP3 or R10 for dry surface conditions and P4 or R11 for wet surfaceconditions, or a nosing strip with a slip-resistance classification of P3 fordry surface conditions and P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above thesurface beneath landings, ramps and/or treads. Barriers (other thantensioned wire barriers) to be: (i) 1000mm min. above finished surface level of balconies, landings or the like, and (ii) 865mm min. above finished surface level of stair nosing or ramp, and (iii) vertical with less than 125mm gap between, and (iiii) any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbingwhere changes in level exceeds 4000mm above the surface beneathlandings, ramps and/or treads.

Wire barrier construction to comply with NCC 2016 BCA Part 3.9.2.3 forClass 1 and 10 Buildings and NCC 2016 BCA Volume 1 Part D2.16 forother Classes of Buildings.

Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.

0.09.06 Windows:Window sizes nominated are nominal only. Actual size may vary accordingto manufacturer. Windows to be flashed all around.

0.09.07 Termites:Where the building (excludes a detached Class 10) is located in a termiteprone area the building is to be provided with a termite managementsystem.

0.09.08 Stumps:Concrete stumps: (i) up to 1400mm long to be 100mmx100mm(1 No.H.D.Wire) (ii) 1401mm to 1800mm long to be 100mmx100mm (2No.H.D.Wires) (iii) 1801mm to 3000mm long to be 125mmx125mm (2No.H.D.Wires) (iiii) 100mmx100mm stumps exceeding 1200mm above ground level to be braced where no perimeter base brickwork provided.

0.09.09 Marine Exposure:Buildings in marine or other exposure environments shall have masonryunits, mortar and all built in components and the like complying with thedurability requirements of Table 4.1 of AS 4773.1-2010 "Masonry in smallbuildings" Part 1: Design.

0.09.10 Stormwater:All stormwater to be taken to the legal point of discharge to the RelevantAuthorities approval.

0.09.11 Designers Notes:These drawings shall be read in conjunction with all relevant structural andall other consultants' drawings/details and with any other writteninstructions issued in the course of the contract.

Site plan measurements in metres all other measurements in millimetresunless noted otherwise.

Figured dimensions take precedence over scaled dimensions.

The Builder shall take all steps necessary to ensure the stability andgeneral water tightness of all new and/or existing structures during allworks.

The Builder and Subcontractors shall check and verify all dimensions,setbacks, levels and specifications and all other relevant documentationprior to the commencement of any works. Report all discrepancies to thisoffice for clarification.

Installation of all services shall comply with the respective supply authorityrequirements.

The Builder and Subcontractor shall ensure that all stormwater drains,sewer pipes and the like are located at a sufficient distance from anybuildings footing and/or slab edge beams so as to prevent generalmoisture penetration, dampness, weakening and undermining of anybuilding and its footing system.

These plans have been prepared for the exclusive use by the Client ofDesigners by Nature (The Designer) for the purpose expressly notified tothe Designer. Any other person who uses or relies on these plans withoutthe Designer's written consent does so at their own risk and noresponsibility is accepted by the Designer for such use and/or reliance.

A building Permit is required prior to the commencement of these works.The release of these documents is conditional to the Owner obtaining therequired Building Permit.

The Client and/or the Client's Builder shall not modify or amend the planswithout the knowledge and consent of Designers by Nature except where aRegistered Building Surveyor makes minor necessary changes to facilitatethe Building Permit application and that such changes are promptlyreported back to Designers by Nature.

The approval by this office of a substitute material, work practice, variationor the like is not an authorisation for its use or a contract variation. Allvariations must be accepted by all parties to the agreement and whereapplicable the Relevant Building Surveyor prior to implementing anyvariation.

9 House Energy Ratings9.1.01 House Energy Rating Notes:

refer to energy rating report number: # X18T59ZHN19.1.02 House energy rating notes:

These drawings shall be read in conjunction with any House Energy Rating(HER) report and shall be constructed in accordance with the stampedplans endorsed by the accredited Thermal Performance Assessor withoutalteration.

Max light power density 5w/m2

Insulation requirements in accordance with report;Walls: Exterior: #..............R2.7 & foilInterenal: #......................R2.0Roof: #.............................R6.0 & foilFloor: #............................R2,.0 waffle pod (unitherm & unipod)Glazing: #........................Aluminium double glazedRefer to energy report

9.1.03 Energy Rating:These Drawings shall be read in conjunction with any House EnergyRating (HERS) report and shall be constructed in accordance with thestamped plans endorsed by the accredited Thermal Performance Assessorwithout alteration.

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MODEL FOR CLIENT SIGN OFF BEFOREAPPLYING TO PLANNING

PLANNING APPLICATION

PRELIMINARY CONSTRUCTION - DISCUSSIONWITH ENGINEER

ENGINEERING + ER SET

ISSUED FOR CONSTRUCTION


RFI - BUILDING PERMIT

4/08/2020

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3/12/2020

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Rod + Wendy

PLANSSITE CONTEXT +

TITLE

PROJECT NAME :

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+5,500 +5,500

+6,000

+6,500

+7,000

+7,500

+8,000

+8,500

+9,000

+9,500

+10,000

+10,500

+11,000

+11,500

+12,000+12,500

+13,000

+13,500+14,000

+14,500+15,000 +11,000

0.02.020.01.06 0.01.05

2.30.03

title boundary 18,280mm 233°4'00"


title

bou

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title

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Subject Site1656 Bridgewater Road - Cape BridgewaterA: 584.96 m2

NOTES0.0 General Notes0.01.05 Site contours

Site contours as taken from survey plan to be site checked prior tocommencement of works (to Australian Height Datum - AHD) if noted

0.01.06 Existing spot levels0.02.02 Title boundary

Title boundary as per title information

2 Site2.30.03 Adjoining garage

Existing garage to adjoining sites

ESP Existing Site PlanScale 1:100

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Rod + Wendy

PLANSPROPOSED SITE

PROJECT NAME :

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N

8,12

5re

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etba

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vera

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oini

ng s

ites

14,8

818,

994

2,20013,2752,805

3,20010,1504,930

9,00

0se

tbac

k

2,805

11,7

60

3,200

2,295

6,980

6,443

2,784

3,826

+5,578

+6,300

+9,155

+13,187

+7,692

+6,300

+5,842

2.30.06

2.30.07

7.09.017.09.02

2.01.042.01.05

2.01.02

7.09.02

7.09.04

7.10.01

7.10.02

7.03.02 7.02.14

2.30.08

2.30.09

4.30.05

7.09.04



title

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title

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Subject Site1656 Bridgewater Road - Cape BridgewaterA: 584.96 m2Driveway

A: 81.93 m2

Proposed DwellingA: 184.74 m2

AREA ANALYSISLEVELsite

---

01

02

03

04

Subject Site

Proposed Dwelling

Driveway

Garden Area

AREA

---

585.0

184.7

81.9

325.2

TOTAL %

100%

54%

Garden Area55% supplied (required 35%)A: 325.23 m2

500

2,60

5

4.03.01

7.11.02

3.08.07

4.02.29

4.01.01

4.02.13 4.02.07 4.02.13

4.02.07

4.02.13

4.02.13

1 de

gree

fall

Notes2 Site2.01.02 Vehicle crossing

crossover as required by local authorities2.01.04 Paving

Permeable paving in concrete with grass infill2.01.05 Driveway

Driveway via an all weather access track with dimensions adequateaccomodate emergency services vehicles (4000mm wide)

2.30.06 First floor residenceProposed upper level residence

2.30.07 BalconyProposed upper level balcony

2.30.08 Adjoining windowHabitable

2.30.09 Adjoining windowNon Habitable

3 Structure3.08.07 Fascia

Fascia with capping as selected by client

4 Enclosure4.01.01 Line of wall below4.02.07 Gutter - general

colorbond # gutter in colour as nominated (refer colour scheme if supplied orclient) refer to engineers stormwater / roof drainage plan for all roof drainagedetails

4.02.13 Downpipe - roundcolorbond pre-finished OR uPVC 100mm diametre round downpipe connectedto legal point of discharge - refer enegineers roof drainage plan - legal point ofdicharge could be local water authority supply, rain water tank or localisedsoakage pits

4.02.29 Gutter @ Balcony floor levelcolorbond gutter in colour as nominated with downpiape (refer colour schemeif supplied or client) refer to engineers stormwater / roof drainage plan for allroof drainage details

4.03.01 Roof sheeting - klip-lok 700 hi strengthcolorbond klip-lok 700 hi strength 0.48 in Monument as selected by client.Install with support as follows: end spans of 2350mm + internal spans of2800mm - refer to sections and elevations for roof pitch

4.30.05 ScreeningProvide screening at least 600mm wide from wall surface at the edge ofwindow opening for the height of W-02 with no more than 25% transparencyOR slats to avoid overviewing back to habitable windows or SPOS within 9m

7 Services7.02.14 Soak pit

Soak pit design and location as per engineer drawings. refer to engineerdrawing and Report "Site Stormwater Layout and Pit Detail 20-284 SW-02".

7.03.02 Sewer lineSewer line connected to septic tank as per engineers drawings. Refer toengineer drawing "Land Capability Assessment 20-248 LCA1"

7.09.01 CFA accessCFA access to rain water tank

7.09.02 Rain water tanks5000L water tank connected to flushing toiletsRain water tank to be plumbed directly to all flushing toilets, colour to matchwall cladding - 10 000 L as determined by clients.

7.09.04 CFA couplingProvide CFA coupling out front of residence and ensure tank water supply isprotected for CFA use - 10,000 ltrs

7.10.01 Septic systemSeptic system as approved by health inspector. Treatment system as perengieer drawings. Discharge to be in accordance with State EnvironmentalProtection Policy. Refer to engineer drawing "Land Capability Assessment 20-248 LCA1"

7.10.02 Collection wellCollection well 15'000Lt and turret with lid at surfaceas to access wellapproved by health inspector. Treatment system as per engieer drawings.Discharge to be in accordance with State Environmental Protection Policy.Refer to engineer drawing "Land Capability Assessment 20-248 LCA1"

7.11.02 Photovoltaic systemPhotovoltaic system as slected by clients and installed to comply with planningregulations / building code. Location and quantity to be confirmed by client.

PSP Proposed Site PlanScale 1:100 GAP Garden Area Plan

Scale 1:200RDP Roof Drainage PlanScale 1:100

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PLANSPLANS

PROJECT NAME :

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D-04 W-06

W-0

4

W-0

5D

-03

W-0

2

W-03

D-0

2

ID-0

1

ID-02

ID-0

6ID

-04

ID-0

5

ID-0

9

ID-08

ID-0

7

ID-0

9

ID-0

3

D-0

1

W-01

16 x

180

= 2

,880

UP1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

6,11

02,

125

240

5,31

5St

air

140

240

5,87

0D

rivew

ay24

07,

440

Entry

+ R

umpu

s14

0

240

4,94

0G

arag

e90

1,55

0Li

nen

901,

000

903,

030

Rob

e24

0

240

3,00

0Be

d 2

901,

000

WC

901,

700

Bath

901,

700

Laun

dry

903,

030

Bed

324

0

2403,730Bed 3

90510907,345Stair + Rumpus

200

2801,965200

240 6,380Rumpus

90 51090

1,000Hall

90 2,640Laundry

240 76090

150

2404,130Bed 2

90510906,000Garage

902,125

2,05

088

66,

110

2,12

55,

765

9,00

0

2,445 9,760 1,000

70 925

2,05

088

62,

340

1,27

07,

660

2,66

0

2,875

2,805 13,275 2,200

2,805

240

6,02

0G

arag

e90

4,68

0R

umpu

s90

150

2,66

0

955

970

1,76

0

2,125 90 6,000Garage

90 1,600 90 2,040WC

240

901,

910

robe

+6,280

+6,300

+6,300

BB

A A

DD

EEFF

5.07.04

3.01.035.02.025.02.145.02.15

4.01.06

4.02.30

3.06.10

2.01.042.01.05

2.01.02

3.03.08

8.02.10

7.05.09

7.05.08

7.05.08

4.06.06

4.02.13

4.02.134.02.13

4.05.06

4.01.06

4.01.06

Entry

robe

linen

pan

landing

stairs up

shr

vanity

bench tr wm

return air

SD

SD

SD

DRIVEWAY Rumpus + EntryF: Timber Floor BoardsA: 37.45 m2

HallF: TimberA: 5.85 m2

Bed 3F: CarpetA: 12.84 m2

Bed 2F: CarpetA: 14.29 m2Garage

F: ConcreteA: 34.65 m2

VerandaF: ConcreteA: 10.05 m2

LaundryF: TileA: 4.43 m2

BathF: TileA: 4.47 m2

WCF: TileA: 2.01 m2

CC

D-06 D-05

W-01

W-0

7

W-13D-07

W-1

2

W-11

W-1

4

ID-1

1

ID-1

2

W-08 W-09 W-10

16 x

180

= 2

,880

UP1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

BOX GUTTER

BB

A A

DD

EEFF

2,81

0Ba

lcon

y90

8,92

0M

eals

+ K

itche

n90

1,78

0Bu

tlers

240

140

13,5

50St

airs

+ M

eals

+ K

itche

n24

0

14,0

009,

000

2,445 10,610

90300

9010,130Balcony

2801,965Stairs

200

140

2,67

0Ba

lcon

y90

4,83

0Li

ving

902,

500

Balc

ony

901,

400

WIR

901,

790

En-s

240

3,61

02,

500

5,51

02,

310

13,220

2403,280En-s

904,500Bed 1

902,860Butlers

901,98090

907,870Balcony

904,930Kitchen

90

903,

280

240

+9,360

+9,360

+9,360

4.06.06

4.30.05

4.02.31

7.05.09

7.05.08

3.01.035.02.025.02.145.02.15

7.04.07

4.02.29

4.02.134.02.13

4.02.13

10.01.20

4.05.06

4.30.06

3.05.05

3.30.08

4.30.08

3.05.05

4.30.06

vanity

pan

shr

hanging / shelves

shelves

island bench

broom

down

roof

ove

r

ref

bench

ct +ov +rh

sink

dw

open to sky

balu

stra

de

void

bench

Bed 1F: CarpetA: 14.76 m2

LivingF: Timber Floor BoardsA: 27.26 m2

MealsF: Timber Floor BoardsA: 28.71 m2

KitchenF: Timber Floor BoardsA: 26.94 m2

ButlersF: Timber Floor BoardsA: 5.04 m2

BalconyF: Timber DeckA: 19.39 m2

BalconyF: Timber DeckA: 27.91 m2

WIRF: CarpetA: 4.58 m2

En-sF: TileA: 5.82 m2

CC

AREA ANALYSIS RESIDENCEZONE---

01

02

03

04

DESCRIPTION

---

First floor

Ground Floor

Garage

Veranda

Balcony

M. SQ.

---

135.7

101.9

39.7

48.7

49.0

Notes2 Site2.01.02 Vehicle crossing

crossover as required by local authorities2.01.04 Paving

Permeable paving in concrete with grass infill2.01.05 Driveway

Driveway via an all weather access track with dimensions adequateaccomodate emergency services vehicles (4000mm wide)

3 Structure3.01.03 Floor wastes - residential

Selected floor waste to suit the application to:Bathroom floors the minimum fall to the waste to be 1:100 (10mm per 1m).Shower areas with a vertical separation between the shower area and thewet area, such as a shower screen, hob, set-down or water stop, the fall tothe waste shall be 1:100.For all other shower areas the fall shall be a minimum of 1:80 (12.5mm over1m).Where falls flatter than 1:100 are proposed, the effectiveness of the floordrainage should be confirmed to ensure that water does not remain on thefinished floor, the water must drain away, with the exception of residualwater.Tiles may require diagonal cutting in the area around the waste to achievethe required falls, sufficient drainage and to ensure lipping is kept within theguidelines of AS 3958.1.

3.03.08 Paving slabPad for rainwater tanks to be seated on

3.05.05 Balustrade/handrailFrameless glass balustrade panels certified to perform to AustralianStandardsinstalled to manufacturers details and to comply with 'NCC VOL.2 3.9.2Barriers and Handrails'min total height of 1000mm above finished surface level as selected byclientno gaps to be larger than 125mm

3.06.10 ColumnStructural posts framed and clad with timber cladding to match adjoiningsurfaces

3.30.08 StairsFloating stairs on central spine to manufacturers details and specifications16x 180mm riser and 300mm tread with 30mm nosing2R+G=660Step sizes (other than for spiral stairs) to be: (i) Risers (R) 190mm maximum and 115mm minimum (ii)Going (G) 355mm maximum and 240mm minimum (iii) 2R + 1G = 700mm maximum and 550mm minimum (iiii) with less than 125mm gap between open treads.All treads, landings and the like to have a slip-resistance classification of P3or R10 for dry surface conditions and P4 or R11 for wet surfaceconditions, or a nosing strip with a slip-resistance classification of P3 for drysurface conditions and P4 for wet surface conditions.Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/or treads. Barriers (other than tensioned wirebarriers) to be: (i) 1000mm min. above finished surface level of balconies, landings or the like, and (ii) 865mm min. above finished surface level of stair nosing orramp, and (iii) vertical with less than 125mm gap between, and (iiii) any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbingwhere changes in level exceeds 4000mm above the surface beneathlandings, ramps and/or treads.Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.

4 Enclosure4.01.06 Line of wall above4.02.13 Downpipe - round

colorbond pre-finished OR uPVC 100mm diametre round downpipeconnected to legal point of discharge - refer enegineers roof drainage plan -legal point of dicharge could be local water authority supply, rain water tankor localised soakage pits

4.02.29 Gutter @ Balcony floor levelcolorbond gutter in colour as nominated with downpiape (refer colourscheme if supplied or client) refer to engineers stormwater / roof drainageplan for all roof drainage details

4.02.30 Downpipe - roundcolorbond pre-finished OR uPVC 100mm diametre round downpipeconnected to legal point of discharge - refer enegineers roof drainage plan -legal point of dicharge could be local water authority supply, rain water tankor localised soakage pitsconnected to sump within decking above

4.02.31 Floor box gutter - Beneath deckingFloor box gutter with sump (with overflow) and downpipe as per engineerdrawings

4.05.06 Timber claddingShiplap vertical timber cladding in species as slected by client for "fireresistanat index rating" as required for durability and fire resistanceClass 1 or 2 durability Naturally Greyed

4.06.06 Blockwork - concrete exposedConcrete block in natural grey finish - stretcher bond pattern

4.30.05 ScreeningProvide screening at least 600mm wide from wall surface at the edge ofwindow opening for the height of W-02 with no more than 25% transparencyOR slats to avoid overviewing back to habitable windows or SPOS within9m

4.30.06 OverviewingNo overviewing from windows as sill is 1700mm above finished floor level

4.30.08 Glass balustradeFrameless glass balustrade certified to perform to Australian Standards bymanufacturerInstalled to manufacturers details and to comply with 'NCC VOL.2 3.9.2Barriers and Handrails'Min total height of 1000mm above finished surface level (decking) asselected by clientNo gaps to be larger than 125mm

5 Interior5.02.02 Plasterboard - wet area

Generally form 10mm Aquacheck or similar plasterboard lining to wet areasover framing @ 450mm ctr's

5.02.14 TilingTiling to shower areaTiling to remaining wall areas TBC by client

5.02.15 ScreenGlass panel screen to seperate shower area

5.07.04 Exposed concreteConcrete floor exposed and densified as nominated by engineer and finishas preferred by client

7 Services7.04.07 Cooktop w/ integrated exhaust

cook top with integrated extraction fan within hob - client to confirm7.05.08 Smoke detector

Interconnected smoke detectors installed in strict accordance withAS3786. Hardwire to mains

7.05.09 Exhaust fanExhaust fan as selected by clientsealed in accordance with energy report

8 External8.02.10 Retaining wall

Retaining wall as per engineer drawings. Refer to engineer drawing "Slaband Footing Layout Plan 20-284 S04"

10 Heating + Cooling10.01.20 Ceiling fan

Ceiling fan as selected by client GFP Ground Floor PlanScale 1:100 FFP First Floor Plan

Scale 1:100

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CD-06 -WIP RFI - BUILDING PERMIT Work in

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PLANSRCP + ELECTRICAL

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SD

SD

SD

14.01.04

7.05.09

14.01.06

14.01.06

7.05.08

Verandaflatsoffit liningStair void

Rumpus2700 high ceilingplaster

Bed 32700 high ceilingplaster

Laundry2700 high ceilingwet area plaster

Shower2700 high ceilingwet area plaster

WC2700 high ceilingplasterHall

2700 highplaster


Garage2720 high ceilingplaster

Coverflatsoffit liner

up

VERANDA LIGHTING ALLOWANCE4 WATTS / M. SQ.A: 35.39 m2

141.56 WATT ALLOWANCE

GARAGE COVER LIGHTING ALLOWANCE4 WATTS / M. SQ.A: 14.24 m2


INDOOR LIGHTING ALLOWANCE GROUND FLOOR5 WATTS / M. SQ.A: 121.19 m2

605.95 WATT ALLOWANCERefer to accompanying energy report

SD

SD

14.01.04

14.01.06

7.05.08

14.01.07

4.02.13

7.05.09

14.01.07

7.05.08

Void to sky

Balcony2650 high flatsoffit lining

Meals2650 high ceilingplaster

Ens2650 high ceilingwet area plaster

Living2650 high ceilingplaster

Balcony2650 high flatsoffit lining

Kitchen2650 high ceilingplaster


WIR2650 high ceilingplaster

Pantry2650 high ceilingplaster



INDOOR LIGHTING ALLOWANCE FIRST FLOOR5 WATTS / M. SQ.A: 121.14 m2

605.7 WATT ALLOWANCERefer to accompanying energy report


50.6 WATT ALLOWANCE

16 x

180

= 2

,880

UP1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

2 2

2

22

2

2

2

2

22

2

2 2

2

7.05.037.05.11

DUAL GARAGE

BED 2

WC

SHR

LAUNDRY

BED 3

RUMPUS

VERANDAENTRY

landing

stairs

HALL

16 x

180

= 2

,880

UP1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

2 2

2

2

2

2

2

2

2

2

2 2 2 2 2 2

2

7.05.037.05.11

Notes4 Enclosure4.02.13 Downpipe - round

colorbond pre-finished OR uPVC 100mm diametre round downpipe connectedto legal point of discharge - refer enegineers roof drainage plan - legal point ofdicharge could be local water authority supply, rain water tank or localisedsoakage pits

7 Services7.05.03 Electrical drawings indicative only

Refer to electrical layout drawings by engineer or similarly qualified profesionalto ensure:all switches are 500mm min. from internal cornersGPOs in both accessible WC facilities are located at 900-1000mm from FFLToggle switches to AS1428.1 are provided to accessible facilitiesLighting, alarm and indicator lamp controls to all cool rooms complying withBCA col 1 part G1.2Height of GPO's TBC by client

7.05.08 Smoke detectorInterconnected smoke detectors installed in strict accordance withAS3786. Hardwire to mains

7.05.09 Exhaust fanExhaust fan as selected by clientsealed in accordance with energy report

7.05.11 GPO

14 Lighting14.01.04 Downlights

Low power LED14.01.06 Downlights - Outdoor

Low power LED suitable for external use14.01.07 Pendant Light

Low power LEDas selected by client

RCPReflected Ceiling PlanGround FloorScale 1:100 RCP

Reflected Ceiling PlanFirst FloorScale 1:100

ELPElectrical Layout PlanGround FloorScale 1:100 ELP

Electrical Layout PlanFirst FloorScale 1:100

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Dean Picken

Dean Picken

Dean A Picken

Alice Piazzoli

Jamie Drew

Alice Piazzoli

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Rod + Wendy

ELEVATIONSELEVATIONS

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+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

+5,975

+12,010

4.07.08 4.07.028.02.10

1.01.06

W-07

4.02.074.02.13

7.09.017.09.02

4.06.06

D-02

2.01.09

4.05.06 4.07.23

ceiling line

+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

+6,280

3,06

02,

650

+12,810

2,2002,805

+12,810

+12,010

4.30.08 4.07.02

4.06.06

1.01.06

4.05.06

W-01 D-06

D-04 W-06 W-03

8.02.10 8.02.10

0.02.03

D-05

0.02.02

1.01.081.01.08

Height of ceiling

Height of ceiling

+6,3002 level one

+9,3603 level two

+6,300+5,975

+12,810

4.07.024.30.06 1.01.064.05.06

W-14

D-01 D-03

W-05

W-02

4.30.05 8.02.107.09.017.09.02

4.02.074.02.134.06.06

+6,3002 level one

+9,3603 level two

+12,539

2,200 2,805

4.02.07 4.03.01

7.09.02

4.05.06 8.02.108.02.10 4.02.074.02.13

W-10 W-09 W-08

0.02.03

Height of ceiling

Height of ceiling

Height of ceiling

Height of ceiling

Notes0.0 General Notes0.02.02 Title boundary

Title boundary as per title information0.02.03 Building envelope

Building envelope as per ResCode standards

1 General1.01.06 N.G.L

Natural ground level prior to cut or fill1.01.08 N.G.L

Natural ground level prior to cut or fill.In reference to the building facade that includes D-04, W-06 on ground floorand D-06 and D-05 on the first floor

2 Site2.01.09 Driveway

Permeable driveway

4 Enclosure4.02.07 Gutter - general

colorbond # gutter in colour as nominated (refer colour scheme if suppliedor client) refer to engineers stormwater / roof drainage plan for all roofdrainage details

4.02.13 Downpipe - roundcolorbond pre-finished OR uPVC 100mm diametre round downpipeconnected to legal point of discharge - refer enegineers roof drainage plan -legal point of dicharge could be local water authority supply, rain water tankor localised soakage pits



4.06.06 Blockwork - concrete exposedConcrete block in natural grey finish - stretcher bond pattern

4.07.02 Doors and windowsSelected colour powder-coated aluminium joinery with glazing weight tocomply with Australian Standards - refer energy rating for double glazingrequirements, type of glass and frame

4.07.08 Panel lift doorAs selected by client

4.07.23 Aluminium window shroudAluminium powder coated finsih to match window frame


4.30.06 OverviewingNo overviewing from windows as sill is 1700mm above finished floor level

4.30.08 Glass balustradeFrameless glass balustrade certified to perform to Australian Standards bymanufacturerInstalled to manufacturers details and to comply with 'NCC VOL.2 3.9.2Barriers and Handrails'Min total height of 1000mm above finished surface level (decking) asselected by clientNo gaps to be larger than 125mm

7 Services7.09.01 CFA access

CFA access to rain water tank7.09.02 Rain water tanks

5000L water tank connected to flushing toiletsRain water tank to be plumbed directly to all flushing toilets, colour to matchwall cladding - 10 000 L as determined by clients.



NW ElevationScale 1:100

SW ElevationScale 1:100

SE ElevationScale 1:100

NE ElevationScale 1:100NW Internal Elevation

Scale 1:100

Roof - klip lock colorbondmonument constructed in

accordance with BAL 29 regulations

Window frames - colorbondmonument to comply with BAL 29

construction regulations

Tiles - TBC by client

190 concrete block wall

Interior floor - timber floor boards

Cladding - shiplap fire resistingtimber to comply with BAL 29


Garage Door- fire resistingmaterial to comply with BAL 29


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Dean Picken

Dean Picken

Dean Picken

Dean A Picken

Alice Piazzoli

Jamie Drew

PLO

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Rod + Wendy

SECTIONSSECTIONS

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+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

+6,300

+9,360

3,06

02,

700

2,40

066

02,

590

60

3.30.08

1.01.06

D-06

D-04 W-06 W-03

4.03.01

W-08

3.03.09

Balcony

VerandaStairs

ceiling line

+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

2,70

036

02,

650

800

+9,360

+6,300 +6,280

+12,010

3.09.01 4.02.044.03.01

W-03

W-11

W-01

3.03.09

4.05.06

Bed 02 Garage

Butlers KitchenBed 01En-s

Driveway

ceiling line

+6,3002 level one

+9,3603 level two

6,21

0

2,72

036

02,

650

50

+6,300

+9,360

3.09.014.10.02 8.02.10

ID-12ID-11W-07 W-12

ID-03

D-01 ID-04 ID-06 ID-07 ID-09

3.09.014.03.01 3.03.094.05.06

8.04.05 4.02.07 4.02.074.02.13

Living

ceiling line

Balcony Balcony Wir En-s

Bed 02WcShrLaundryBed 03Veranda

300

2,70

036

02,

650

650

6,36

0

9,000 14,805

180

FFL+6,300

FFL+9,360

+5,975

30

180

1,00

0

3.30.08

1.01.06

ID-11 W-12 W-14

D-01D-02

8.02.10 3.09.014.02.074.02.13 4.03.013.03.09

Meals

Kitchen

Stair details:16 x180mm riser300mm tread30mm nosing+ first landing at 180mm high from FFL2R+G=660

+6,3002 level one

+6,3002 level one

+9,3603 level two

+9,3603 level two

2,70

036

02,

650

800

2,10

0

+6,280

+9,360

+6,300+6,280

4.10.02 8.04.05

W-08 W-11

ID-08 W-03

3.09.014.10.02 4.03.01

4.30.05

3.03.09

ceiling line

BalconyKitchen

Garage ShrHall+6,300

2 level one+6,3002 level one

+9,3603 level two

+9,3603 level two

+9,360

2,72

036

02,

700

479

+6,280+6,300

4.10.02 3.09.014.02.074.02.13 4.03.01

W-13 D-07 D-06 W-01

ID-02

8.04.05 4.10.02 3.03.09

ceiling line

KitchenBalcony

GarageHallShr

Notes1 General1.01.06 N.G.L

Natural ground level prior to cut or fill

3 Structure3.03.09 Floor framing

Floor joist as per engineer drawings. Refer to engineer drawing " First FloorLayout Plan 20-284 S08".

3.09.01 TrussPrefabricated pine truss @ 900mm ctr's with design as per truss roofmanufacturers details. refer to engineer drawing "Roof Layout Plan 20-284S09"

3.30.08 StairsFloating stairs on central spine to manufacturers details and specifications16x 180mm riser and 300mm tread with 30mm nosing2R+G=660Step sizes (other than for spiral stairs) to be: (i) Risers (R) 190mm maximum and 115mm minimum (ii)Going (G) 355mm maximum and 240mm minimum (iii) 2R + 1G = 700mm maximum and 550mm minimum (iiii) with less than 125mm gap between open treads.All treads, landings and the like to have a slip-resistance classification of P3or R10 for dry surface conditions and P4 or R11 for wet surfaceconditions, or a nosing strip with a slip-resistance classification of P3 for drysurface conditions and P4 for wet surface conditions.Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/or treads. Barriers (other than tensioned wirebarriers) to be: (i) 1000mm min. above finished surface level of balconies, landings or the like, and (ii) 865mm min. above finished surface level of stair nosing orramp, and (iii) vertical with less than 125mm gap between, and (iiii) any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbingwhere changes in level exceeds 4000mm above the surface beneathlandings, ramps and/or treads.Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.

4 Enclosure4.02.04 Flashing - general

colorbond pre-finished general flashing installed as per manuafacturersdetails and comply with AS/NZS 2179.1:2014.- finish to match roofing -flashing edge notched to fit over roofing profile as required

4.02.07 Gutter - generalcolorbond # gutter in colour as nominated (refer colour scheme if suppliedor client) refer to engineers stormwater / roof drainage plan for all roofdrainage details

4.02.13 Downpipe - roundcolorbond pre-finished OR uPVC 100mm diametre round downpipeconnected to legal point of discharge - refer enegineers roof drainage plan -legal point of dicharge could be local water authority supply, rain water tankor localised soakage pits



4.10.02 Eaves - Versilux6mm square edged Versilux lining in 900mm and1200mm widths, joined with PVC straight joint moulding OR butt jointed ORJH PVC Eave and Soffit Joiner 6mm in black to give an expressed jointlook.Colour Pale Mushroom




8.04.05 timber deckingselected 90x18mm (ungrooved) selected hardwood decking (gapped 3mm)laid level over 50mm wide H3.2 treated packing battens and waterproofingmembrane

A SectionScale 1:100 B Section

Scale 1:100

C SectionScale 1:100 D Section

Scale 1:100

E SectionScale 1:100 F Section

Scale 1:100

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SCHEDULESDOOR + WINDOW

SCHEDULE

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W-05Awning sashThermally broken aluminium frameDouble glazedStainless fly screen + hardwareFrame colour monument



W-07Fixed sashThermally broken aluminium frameDouble glazedframe colour monument


W-13Thermally broken aluminium frameDouble glazedFrame colour monument

D-03Thermally broken aluminium frameDouble glazedStainless fly screen + hardwareFrame colour monument


W-14Fixed sashThermally broken aluminium frameDouble glazedFrame colour monument

W-01Fixed sashThermally broken aluminium frameDouble glazedframe colour monument

D-04Thermally broken aluminium frameDouble glazedStainless fly screen + hardwareSliding door sill recessedframe colour monument




D-02

W-11Awning sashThermally broken aluminium frameDouble glazedStainless steel flyscreen + hardwareFrame colour monument

W-04Awning sashThermally broken aluminium frameDouble glazedStainless fly screen + hardware

D-01Thermally broken aluminium frameDouble glazedStainless fly screen + hardwareSliding door sill recessed

W-12Thermally broken aluminium frameDouble glazedFrame colour monument

W-06Awning sashThermally broken aluminium frameDouble glazedStainless fly screen + hardwareframe colour monument

D-07Thermally broken aluminium frameDouble glazedStainless fly screen + hardwareMale / female connectionSliding door sill reces

1,80

060

0

2,40

0

1,500

2,40

0

900

2,40

0

845

1,80

060

0

2,40

0

3,600

1,80

060

0

2,40

0

1,800

2,40

0

2,000

202,

355

2,40

0

775 775

1,600

1,20

01,

200

2,40

0

1,200

1,80

060

0

2,40

0

3,600

1,26

04,

200

5,46

0

600

202,

355

2,40

0

1,238 1,138 1,138 1,238

4,800

202,

545

2,59

0

1,654 1,654 1,754

5,111

202,

545

2,59

0

1,650 1,550 1,550

4,800

2,40

0

1,170

485

485

485

485

485

2,40

0

5,800

2,40

0

1,153 1,153 1,153

3,600

1,80

060

0

2,40

0

375

202,

355

2,40

0

903 903

1,855

2,40

0

2,540

2,40

0

1,1481,148

2,40020

2,35

5

2,40

0

1,550 1,450 1,450

4,500

ID-11ID-03 ID-12ID-02 ID-06 ID-07 ID-08ID-04 ID-05ID-01 ID-09 ID-09

2,34

0

2,36

5

870

920

2,34

0

2,36

5

700 700 700 700

2,850

2,34

0

2,36

5

770

820

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

820

870

2,34

0

2,36

5

595 595

1,240

2,34

0

2,36

5

820 820

1,690

Notes4 Enclosure4.07.02 Aluminium doors, windows and rooflights

Selected colour powder-coated aluminium joinery with glazing weight tocomply with Australian Standards - refer energy rating for double glazingrequirements, type of glass and frame

4.07.08 Panel lift doorAs selected by client

4.07.24 Door general notesAll doors scheduled are displayed viewing from the outside in. Finish to beMatte black unless otherwise specified. All doors to be double glazed &toughened glass unless otherwise speicified. Refer to manufacturerspecificatins for hardware. All door hardware to be 'Custom black' andother specifications as per the manufacturer specifications

4.07.25 Window general notesAll windows scheduled are displayed viewing from the outside in. Aluminiumframed with finish to be Matte black unless otherwise specified. All windowsto be double glazed & toughened glass unless otherwise speicified. Allbathroom /ensuite windows to be safety glass where required,All openable windows to be fitted with an aluminium mesh flyscreen unlessotherwise specified. All winders to be miro keyed chain winder unless otherwise specified. All window hardware to be custom black unless otherwisespecified- refer to window manufacturer for further informtation.

9 House Energy Ratings9.1.03 Energy Rating:

These Drawings shall be read in conjunction with any House Energy Rating(HERS) report and shall be constructed in accordance with the stampedplans endorsed by the accredited Thermal Performance Assessor withoutalteration.

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Dean A Picken

Alice Piazzoli

Jamie Drew

PLO

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GRAY RESIDENCE


Rod + Wendy

COUNCIL DOCUMENTSSHADOW DIAGRAMS

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N

9AM Proposed September 21N.T.S 3PM Proposed September 21

N.T.S

9AM Existing September 21N.T.S 12PM Existing September 21

N.T.S 3PM Existing September 21N.T.S

12PM Proposed September 21N.T.S

Work in Progress

Work in Progress



Work in Progress


CD-01

CD-02

CD-03

CD-04

CD-05

CD-06 -WIP








13/09/2020

20/10/2020

6/11/2020

3/12/2020

14/12/2020

12/02/2021

Work inProgress

Dean Picken

Dean Picken

Dean A Picken

Alice Piazzoli

Jamie Drew

Alice Piazzoli

PLO

T D

ATE:

DR

AWN

BY

:

GRAY RESIDENCE


Rod + Wendy

VIEWSPERSPECTIVES

PROJECT NAME :

DR

AWIN

G T

ITLE

:

CLIENT :

SITE :

20-3

7

SHEE

T N

O.

10

REV

ISIO

N N

O.

CD-06 -WIP

DEAN



0 1 2 3

GRA

Y RE

SIDE

NCE

CD

-06

- WIP




01 Entry ViewN.T.S

02 CourtyardN.T.S05 Bed 1 View

N.T.S

07 Balcony ViewN.T.S

04 Rear ViewN.T.S

08 Street ViewN.T.S

03 Kitchen ViewN.T.S

06 Rumpus Room ViewN.T.S

Documents

RESIDENCE - Shire of Glenelg