S-FITTING

POWER SUPPLY EASEMENT

POWER SUPPL

Y EASEM

ENT

Dam

Dam

Dam

Dam

Dam

NeighboringDam

Dam

Dam

Dam

Arara

t - H

alls G

ap R

oad 1

.77 km

's

TUNN

EL

R

OAD

Dam

POWER SUPPL

Y EASEM

ENT

Neigh

borin

gDw

elling

Neigh

borin

g

Holid

ay un

it #1

Neigh

borin

g

Holid

ay un

it #2

Neigh

borin

g

Holid

ay un

it #3

Natural Bushland

Natural Bushland

ProtectedNatural Bushland

Grassed Open Paddock

Grassed Open Paddock

526.7m

90°05'50"

(51

7.4

m)

0°0

6'

15m

15m

15m

146.09m277°27'20"

531.2m

296°19'

247.5

5m

341°1

8'1

0"

83.12m

130°45'

306.1

2m

161°1

0'4

0"

98.3

9m

168°5

7'

(446.86m)

155°33'40"

172.82m

230°27'

76.41m

POM

ONA

L

ROAD

ARARAT - HALLS GAP ROAD

TUNN

EL

ROAD

1.77 km

s

249m

BROHAN FRY

LOCALITY & ENTIRE SITE PLAN

01/07/2019RFID-392 AS SHOWN

REV:

DRAWING NAME:

APPROVEDDRAWN.

DRAWING NO: SCALE:DATE:

A.01SHEET:

DESCRIPTION:REV NO: DATE:

A1SIZE:

PRELIMINARYA 1-7-19Grampians i-designACN 120 602 664

P

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P.O. Box 671 Stawell, Victoria 3380.

Ph: 03 5356 6159 Fx: 03 5356 6156

E-mail: grampians.idesign@bigpond.com

PTYLTD

BldDes DP-AD 26583

CLIENT:Jim & Karen LeithheadADDRESS:

PROJECT:

LOCATION:Proposed first floor bedroom addition

254 Tunnel Road Pomonal 3381

NOTES:

PRELIMINARYNOT FOR CONSTRUCTION

254 Tunnel Road Pomonal 3381

ENTIRE SITE PLAN1:2500

NO

RTH

AREA OF PROPOSED WORKSREFER DRG SHEET 'A.02' FOR DETAILS.

SITE ENTRY POINT

EXISTING 4.0m WIDE BITUMENSEALED DRIVEWAY CONSTRUCTEDTO CFA SPECIFICATION

LOCALITY PLANN.T.S

EXISTING SEPTIC SYSTEM.

EXISTING SCATTERED SHEDS

SITE OF PROPOSEDBUILDING WORKS

254 TUNNEL ROADPOMONAL 3381

NO

RTH

254 TUNNEL ROAD POMONALLOT 1 PS537910

SITE AREA 49.55 ha

184 TUNNEL ROAD POMONALLOT 2 PS537910SITE AREA 63.2 ha

300 TUNNEL ROAD POMONALSITE AREA 42.8 ha

· All materials and work practices shall comply with, but notlimited to the Building Regulations 2018, National ConstructionCode Series 2019 Building Code of Australia Vol 2 and allrelevant current Australian Standards (as amended) referred totherein.

· Unless otherwise specified, the term BCA shall refer to NationalConstruction Code Series 2019 Building Code of AustraliaVolume 2.

· All materials and construction practice shall meet thePerformance Requirements of the BCA. Where an alternativesolution is proposed then, prior to implementation or installation,it first must be assessed and approved by the Relevant BuildingSurveyor as meeting the Performance Requirements of the BCA.

· Glazing, including safety glazing, shall be installed to a size, typeand thickness so as to comply with:– BCA Part 3.6 for Class 1 and 10 Buildings within a design

wind speed of not more than N3; and energy report.

· Waterproofing of wet areas, being bathrooms, showers, showerrooms, laundries, sanitary compartments and the like shall beprovided in accordance with AS 3740-2010: Waterproofing ofDomestic Wet Areas.

· These Drawings shall be read in conjunction with any HouseEnergy Rating (HERS) report and shall be constructed inaccordance with the stamped plans endorsed by theaccredited Thermal Performance Assessor without alteration.

· 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.

· For Class 1 and 10 buildings all treads, landings and the like tohave non-slip finish or suitable non-skid strip near edge of nosing,and for Class 2, 3 and 4 all treads, landings and the like to havea slip-resistance classification of P3 or R10 for dry surfaceconditions and P3 or R11 for wet surface conditions, or a nosingstrip with a slip-resistance classification of P3 for dry surfaceconditions and P4 for wet surface conditions.

· Window sizes nominated are nominal only. Actual size mayvary according to manufacturer. Windows to be flashed allaround. Builder to site measure existing openings.

· Where the building (excludes a detached Class 10) is locatedin a termite prone area, the area to underside of building andperimeter is to be treated against termite attack.

· All stormwater to be taken to the legal point of discharge tothe Relevant Authorities approval.

· These drawings shall be read in conjunction with all relevantstructural and all other consultants' drawings/ details and withany other written instructions issued in the course of thecontract.

· Site plan measurements in meters - all other measurements inmillimetres u.n.o.

· Figured dimensions take precedence over scaled dimensions.

· The Builder shall take all steps necessary to ensure the stabilityand general water tightness of all new and/or existingstructures during all works.

· The Builder and Subcontractors shall check and verify alldimensions, setbacks, levels and specifications and all otherrelevant documentation prior to the commencement of anyworks. Report all discrepancies to this office for clarification.

· Installation of all services shall comply with the respectivesupply authority requirements.

The Builder and Subcontractor shall ensure that all stormwaterdrains, sewer pipes and the like are located a sufficientdistance from any buildings footing and/ or slab edge beamsso as to prevent general moisture penetration, dampness,weakening and undermining of any building and its footingsystem.These plans have been prepared for the exclusive use by theClient of Grampians i-design('The Designer') for the purposeexpressly notified to the Designer. Any other person who uses orrelies on these plans without the Designer's written consent doesso at their own risk and no responsibility is accepted by theDesigner for such use and/or reliance.The approval by this office of a substitute material, workpractice, variation or the like is not an authorisation for its use ora contract variation. Any said variations must be accepted byall parties to the agreement and where applicable theRelevant Building Surveyor prior to implementing the saidvariation.

STORMWATER90 mm DIA. Class 6 UPVC stormwater line laid to a minimumgrade of 1:100 . Class 6 UPVC pipeline to legal point ofstormwater discharge. Provide inspection openings at9000mm C/C and at each change of direction.

The cover to underground stormwater drains shall be not lessthan

- 100mm under soil- 50mm under paved or concrete areas- 100mm under unreinforced concrete or paved driveways- 75mm under reinforced concrete driveways

Site Bushfire Attack AssessmentDetermined Bushfire Attach Level: BAL 12.5Refer Bushfire Management Statement No: N/A

By: N/A

Site ClassificationSite classification as Class: TBC Refer to soil report No: N/A

By: N/A

Design Gust Wind Speed / Wind ClassificationBuilding tie-downs to be provided in accordance withAS1684-2010 for an assumed design gust wind speed / windclassification of N2 (subject to confirmation on site by RelevantBuilding Surveyor at first inspection) refer to AS1684 forconstruction requirements.

Climate ZoneClimate zone for thermal design / thermal performanceassessment : Zone 6AUTHORITIES / CONSULTANTSMunicipality: Ararat Rural City Council Ph 5352 8700

Sewerage Authority: N/A

Relevant Building Surveyor: TBC Ph TBC

Consulting Structural Engineer: TBC Ph TBC

Geotechnical Engineer: TBC Ph TBC

Thermal Performance Assessor: Greg O'Beirne Ph 0412 953 070

General Notes - NCC 2019 BCA Vol 2

DRAWING REGISTER

A.01 Locality Plan, Entire Site Plan, Project Notes.A.02 Elevations, Part Site Plan & pavement plans.A.03 Detailed floor plan, Building section

Dwg No. Description

DETAILS

Drawn: Rohan FryRegistered Practitioner: DP AD - 26583Dwg Ref: RFID- 392Date: 1st July 2019Revision: B Planning Permit IssueRevision Date: 16th June 2020Approved on behalf of Client: Jim Leithhead

PLANNING PERMIT ISSUEB 16-6-20

GRAMP I ANS I - DES I GN

Pty

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S-FITTING

Existing DomesticShed

10,000L tank x 2reserved for firefighting purpose

Existing Lawn Area

Existing Lawn Area

Existing Lawn Area

Existing Lawn Area

Existing Garage

Existing concretedriveway

Existi

ng dw

elling

Existing 3500LSeptic system

W.C

Proposed driveway(Exposed Agg conc)

Prop

osed

foo

tpat

h (E

xpos

ed A

gg c

onc)

ProposedShade Sails

Existing Conc Footpath

Existing Mechanically CompactedCrushed Rock Driveway & Hardstand

suitable for min 15T truck

Existing Mechanically CompactedCrushed Rock Driveway & Hardstand

suitable for min 15T truck

Existing Exposed aggregateconcrete pavement

Existing Exposed aggregateconcrete pavement

Nearest Title Boundary 35.8m12.5m

20m

4.8

5m

3.75mSet Out Point

Existing Proposed

Solid core entry door

Metallic finish customorb (Rhea)install vertical, roof concealedbehind parapet.

5° pitch roof concealedbehind parapet,

C'bond finish rain heads & down pipes

d.p.

d.p.

d.p.

d.p.

600

2400

Grey tint obscure glazed windowgrade A safety glass.

Metallic finish customorb (Rhea)install vertical JH ExoTec express jointed cladding

c/w 0.55bmt c'bond cap flashings(Jasper)

Grey tint glazed commercial grade shop front framingGrey tint fixed glazed panels

ExistingProposed

Shade sails over, supplier toprovide structural design.

Metallic finish customorb (Rhea)install vertical

Powdercoat finish columns (Dune)

3000

600

F.F.L

Shade sail columnbeyond

ExistingProposed

JH ExoTec express jointed claddingc/w 0.55bmt c'bond cap flashings

(Jasper)

Grey tint glazed fixed panel

ExoTech express jointed cladding

Existing dwelling beyond

Existing Proposed

Metallic finish customorb (Rhea)install vertical

Shade sails

BROHAN FRY

ELEVATIONS & SITE SETOUT PLAN

01/07/2019RFID-392 AS SHOWN

REV:

DRAWING NAME:

APPROVEDDRAWN.

DRAWING NO: SCALE:DATE:

A.02SHEET:

DESCRIPTION:REV NO: DATE:

A1SIZE:

PRELIMINARYA 1-7-19Grampians i-designACN 120 602 664

P

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P.O. Box 671 Stawell, Victoria 3380.

Ph: 03 5356 6159 Fx: 03 5356 6156

E-mail: grampians.idesign@bigpond.com

PTYLTD

BldDes DP-AD 26583

CLIENT:Jim & Karen LeithheadADDRESS:

PROJECT:

LOCATION:Proposed first floor bedroom addition

254 Tunnel Road Pomonal 3381

NOTES:

PRELIMINARYNOT FOR CONSTRUCTION

254 Tunnel Road Pomonal 3381

NO

RTH

PROPOSED CONDITION SITE SETOUT PLAN1:125

WEST ELEVATION1:100

EAST ELEVATION1:100

SOUTH ELEVATION1:100

NORTH ELEVATION1:100

BUSHFIRE ATTACK LEVEL -BAL 12.5 APPLICABLE

Note: This building is located within a bush fire prone area with a BAL rating of BAL 12.5 which required the following constructions methods to be adopted:

· Wall claddings shall be constructed from non-combustible materials within 400mm of ground level or above decking's c'bond steel & min 6mm thk fibre-cement claddings have been specified.· Non-combustible sarking shall be fixed to the external face of the timber frame prior to installation of claddings, the sarking shall be fully lapped & sealed.· All vented openings in walls, roof or eaves shall be fitted with corrosion resistant steel mesh screens with max 2mm aperture.· External windows & door sidelights within 400mm of ground level or decking shall be aluminum framed & constructed with min 4mm thk Grade A safety glass, openable portions of windows shall be protected

by corrosion resistant steel mesh screens with max 2mm aperture.· External doors shall be completely protected externally by corrosion resistant steel mesh screens with max 2mm aperture or shall be aluminum framed & constructed with min 4mm thk Grade A safety glass,

sliding frames shall be close fitting & fully draught sealed.· Roof shall be fully sarked, lapped & sealed with foil backed insulation blanket, unprotected roof cladding & junctions with gaps greater than 3mm shall be sealed with mineral wool, mesh or other

non-combustible material.· Roof penetrations shall be sealed with mineral wool, mesh or other non-combustible material to prevent any gaps >3mm· Proposed base boards shall be constructed from bushfire resisting timber or non-combustible material, ventilation openings shall be protected by corrosion resistant steel mesh screens with max 2mm

aperture.· Stairs & landings shall be constructed from non-combustible material or bush fire resisting timber. (Concrete pavements specified)

Refer AS 3959-2009 Construction of Buildings in Bushfire Prone Areas for further detail, alternative construction methods or materials shall be approved by the R.B.S prior to implementation.

SITE SPECIFIC BAL 12.5 CONSTRUCTION REQUIREMENTS

BUSHFIRE ATTACK LEVEL (BAL)METHOD 1 - SIMPLIFIED PROCEDURE (FLAME TEMPERATURE 1090K)

Downslope1 - Relevant Fire Danger index (FDI) =1002 - Vegetation Classification =Low Woodland3 - Distance of building from Classified Vegetation =38m4 - Effective Down Slope = >0° to 5°5 - BAL = BAL-12.5

Upslope1 - Relevant Fire Danger index (FDI) =1002 - Vegetation Classification =Low Woodland3 - Distance of building from Classified Vegetation =100m4 - Effective Down Slope = >0° to 5°5 - BAL = BAL-12.5

EXTENT OF PROPOSED WORKS

Shaded area = extent of buildingworks (156m² under roof)

PLANNING PERMIT ISSUEB 16-6-20

GRAMP I ANS I - DES I GN

Pty

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S-FITTING

8820

44901705

2295

18080

1800

1800

Frame dimension

2710600

900

35802160

2750

3320

900

3320

900

3590

8490

1800

1800

Kitchen

DiningFP Lounge

Rob

e

Line

n Pr

ess

Bedroom 2

Bedroom 1

EnsuiteWalk InRobe

Passage

Bathroom

W.C

Laundry

ExistingVerandah

Verandah

Ver

anda

h

Ver

anda

h

Entry

S1818S1818

2118S1818

S1215

S1215S1818

S1212

S1012

250

250

250

250

Car port

Con

c Fo

ot P

ath

Retreat

Modwood Deck

W.I.R

Study

ProposedPassage

ExistingDwelling

Bathroom

Entry

1500

2290

2500

2100

270047103000

1200 6300

6500

4800

3110 1500 2800

Portalover

1200

6600

1200

1520

Paved Entertaining Area

Lawn Area

W.I.R

Jim

Karen

4850

880

3750

Exposed aggregate driveway

Shade Sails overpaved areas

Flush ceiling mountretractable TV

Automated blinds to fullextent of glazing

'Easyview' slatted shutter to portal opening(Automated & concealed in pelmet)

Verify setout point

d.p.

d.p.

d.p.

d.p.

col

col

colcol

col col

col

col

col

col

col

col

col col

col

col

col

col

col

col

900

2700

Top Parapet

F.C.L

F.F.L

9000outside cladding

300mm wide x 135mmdeep box gutter. corri box

gutter liner under

18

0UB

180UB

pitch 5° pitch 5°

Typ 1090 x 1090 x 300mmvoid form block

Stem widenedat column location

90 x 35 MGP10 timberstud walls, H2 treated

RHS stud wall Transom

Parapet stub

RHS parapet wall Transom

75mm anticon blanket betweenpurlins & cladding

Moisture permeable wallwrap to outside face ofstud wall.

18

0UB

180UB

Rondo key-lock suspended ceiling system

Bulk insulation to ceiling space.

Zinc 0.42bmt trimdek roof cladding

Zinc 0.55bmt ridge cap

10mm plasterboard internal lining

C15015 cont span purlins

Pocket slab to accept column,install flush non-shrink grout aftersteelwork erection.

Void form slab to engineers design

Adopt cladding manufacturers over batteningdetail to prevent cladding contacting wall wrap.

FCR pad to engineers design,0.2mm Polythene vapor barrier over

Surrounding pavementgraded away from buildingline.

BROHAN FRY

DETAILED FLOOR PLAN & BUILDING SECTION

01/07/2019RFID-392 AS SHOWN

REV:

DRAWING NAME:

APPROVEDDRAWN.

DRAWING NO: SCALE:DATE:

A.03SHEET:

DESCRIPTION:REV NO: DATE:

A1SIZE:

PRELIMINARYA 1-7-19Grampians i-designACN 120 602 664

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P.O. Box 671 Stawell, Victoria 3380.

Ph: 03 5356 6159 Fx: 03 5356 6156

E-mail: grampians.idesign@bigpond.com

PTYLTD

BldDes DP-AD 26583

CLIENT:Jim & Karen LeithheadADDRESS:

PROJECT:

LOCATION:Proposed first floor bedroom addition

254 Tunnel Road Pomonal 3381

NOTES:

PRELIMINARYNOT FOR CONSTRUCTION

254 Tunnel Road Pomonal 3381

NO

RTH

No. SIZE (H X W) FINISH COMMENTS

DOOR SCHEDULE

DOOR FURNITURE

NOTES:AWS ANDO SATIN CHROME FINISH DOOR FURNITURE SHALL BE USED THROUGHOUT.

No. SIZE (H X W) FINISH COMMENTS

WINDOW & GLAZING SCHEDULE

THERMAL RATING

NOTES:GLAZING SPECIFIED IS DOUBLE GLAZED ELEMENTWINDOW SIZES NOMINATED ARE NOMINAL ONLY ACTUAL SIZE MAY VARY ACCORDING TO MANUFACTURER, BUILDER TO SITE MEASURE ALL OPENINGS & CONFIRM OVERALL DIMENSION & REVEAL DEPTHS.WINDOWS TO BE FLASHED AND SEALED ALL AROUND.WINDOWS & GLAZING TO BE SUITABLE FOR BAL 12.5 APPLICATION.GLAZING TO BE SELECTED & INSTALLED IN ACCORDANCE WITH AS1288-2006.GLAZIER TO PROVIDE CERTIFICATION FOR ALL WINDOWS.

HEAD HEIGHT (ABOVE F.F.L.)

DOORS TO BE FLASHED AND SEALED ALL AROUND, BUILDER TO SITE MEASURE & CONFIRM ALL OPENING SIZES

D.01 & D.02 OPENINGS CREATED VIA 200 X 45 LVL13 LINTEL, 2/ 90 X 45 MGP10 JAMB STUDS EACH END.

EXTERNAL DOORS & GLAZING TO BE SUITABLE FOR BAL 12.5 APPLICATION. BIFOLD & HINGED EXTERNAL DOORS MAY BE SUPPLIED & INSTALLED IN ACCORDANCE WITH EITHER OF THE FOLLOWING:· FULLY TESTED DOOR SYSTEM COMPLIANT WITH AS 1530.8.1.2007, THERE IS NO REQUIREMENT TO SCREEN THE OPERABLE PORTION OF THE DOOR I.E. A FULLY TESTED AWS BAL 40 DOOR TESTED AND CERTIFIED TO BAL 40 (THE

FABRICATOR WOULD NEED TO USE THE WIDGETS AND ADDITIONS TO THE PRODUCT FOR THE BAL 40 TESTED DOOR AND NOT LEAVE ANY COMPONENTS OUT AT ALL).· THE DEEMED-TO-SATISFY METHOD - 5MM TOUGHENED GLASS, ANY PART OF THE DOOR 400MM TO THE GROUND ARE TO BE ALUMINUM (OR OTHER COMPLIANT MATERIAL), USING DRAUGHT EXCLUDERS INSTALLED TO THE SILL (AND

ALL SLIDING DOORS IF THERE ARE ANY IN THE HOUSE MUST BE TIGHT FITTING SEALS).

GLAZING TO BE SELECTED & INSTALLED IN ACCORDANCE WITH AS1288-2006

GLAZIER TO PROVIDE CERTIFICATION FOR ALL EXTERNAL DOORS

A

SECTIONN.T.S (1:40)

A

PLANNING PERMIT ISSUEB 16-6-20

DETAILED FLOOR PLAN1:75

GRAMP I ANS I - DES I GN

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