development application - city of clarence...2019/10/16 · phone: 03 6249 4988 fax: 03 6249 3838...

DEVELOPMENT APPLICATION

PDPLANPMTD-2019/002807

APPLICANT: Steeline Tasmania

PROPOSAL: Outbuilding

LOCATION: 17 Loatta Road, LINDISFARNE

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 16 October 2019

In addition to the Application Form(s), Certificate of Title(s) and any associated

consent documents the following information is available on request:

• Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh

Street, Rosny Park, during normal office hours until 16 October 2019.

Any person may make representations about the application to the General

Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to

[email protected]. Representations must be received by Council on or before

16 October 2019.

To enable Council to contact you if necessary, would you please also include a day

time contact number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available

at www.ccc.tas.gov.au or at the Council offices.

mailto:[email protected]

http://www.ccc.tas.gov.au/

Steeline Hobart QuotationABN: 75 009 543 506Address: 1 Whitestone Drive

Austins Ferry TAS 7011Email: [email protected]: www.steeline.com.au

Phone: 03 6249 4988Fax: 03 6249 3838

No:Date:Valid:

22878827/05/201930 Days

Lindisfarne primary school17 Loatta RoadLindisfarne TAS 7015P: 62439232 M: 0438614635

I would like to submit the following quotation for your proposed new steel building.

Building Specifications

Building Length: 9.00mBuilding Width: 7.00mWall Height: 2.40mRoof Pitch: 10.0°Roof Sheeting: Corrugated 0.42 BMT - Colour: BasaltWall Sheeting: Steelclad 0.42 BMT - Colour: BasaltRoller-Doors: 2 x Series "A" Roller-Door (2100 x 2600) - Colour (Basalt)P/A Doors: 1 x Personal Access Door (2040 x 820) - Colour (Basalt)

Quotation Amount

Building Kit Price: $ 8,350.00Building Erection Cost: $ 3,200.00Concrete Slab Cost: $ 10,900.00Quotation Amount including GST: $ 22,450.00

Conditions

1. Minimum 20% deposit on order.2. Steeline Bank Details: Steeline Roofing Tas3. Westpac BSB- 037 005 ACCOUNT- 130057 (REF Quote No,)4. Balance to be paid 1 week prior to delivery on site.5. Standard lead time of 4-5 weeks- Customer to confirm Delivery

If you wish to proceed with ordering this building, please sign and return the attached Terms andConditions page with your deposit to the above address. You will also need to have your finalcolours selected at this time. Colours cannot be changed once the building is ordered.

Please phone me for any further details or information. I trust this quotation meets with your approval andlook forward to assisting with your project.

RegardsSteeline Hobart

Produced by ShedTech Page 1 of 4

Received 06.08.2019



Phone: 03 6249 4988Fax: 03 6249 3838

No:Date:Valid:

22878827/05/201930 Days

10°

7.00mFRONT VIEW

2.40m

3.02m

REAR VIEW

9.00mFRONT ELEVATION

REAR ELEVATION

PLAN VIEW


Received 06.08.2019



Phone: 03 6249 4988Fax: 03 6249 3838

No:Date:Valid:

22878827/05/201930 Days

Specifications Summary

Wind Design SpeedWind Region Region: A, Terrain Category: 2, Importance Level: 2

Wind Multipliers Md: 1.00, Mz: 0.91, Ms: 1.00, Mt: 1.00

Design Speed 41 m/s

Portal FramesEnd Portal Frame (Front) C15019

End Portal Frame (Back) C15015

Internal Portal Frame C15019

Knee Braces No

Apex Braces Yes

* End portal frames are upgraded to internal frames for unsheeted bays or where dominant openings cover 50% of the bay.

Roof PurlinsPurlin Type TopHat 64mm 0.75 BMT

Purlin Spacing 857mm

Wall GirtsWall Girt TopHat 64mm 0.75 BMT

Girt Spacing 975mm

BaysBay Count 3

Bay Sizes 3.00m, 3.00m, 3.00m

Rain GoodsGutter Quad 115 Gutter - Colour: Basalt

Barge Cap Steeline Barge Roll - Colour: Basalt

Ridge Cap Type 111 Ridge Cap 10 deg 0.55 - Colour: Basalt

* ShedTech and/or the consulting engineer reserve the right to alter any nominated engineering specification without further notice.


Received 06.08.2019



Phone: 03 6249 4988Fax: 03 6249 3838

No:Date:Valid:

22878827/05/201930 Days

TERMS & CONDITIONS OF SALE

1. PAYMENT(a) The Customer shall pay the Supplier the amount(s) stated as per payment schedule accompanying the order.(b) The Supplier is not obliged to deliver any Goods unless the Customer has paid all amounts in full.(c) The Customer must pay to the Supplier all debt collection costs, including any legal fees asociated with the recovery or attempted

recovery of any amount due to the Supplier under the Agreement.(d) As the Goods for each building are made as required, any orders cancelled after order placement will not be refunded.(e) The Supplier reserves the right to charge additional amounts for manufacturer price increases that occur after order placement

and before the Customer takes receipt of the Goods.

2. OWNERSHIP OF THE GOODS(a). Ownership of the Goods does not pass to the Customer until all amounts due are paid to the Supplier.(b) Unless payment for the Goods is made to the Supplier by due date, the Supplier, or its agents or employees, may at any

time enter on to the site where the Goods are stored and remove the Goods.(c) The Customer must indemnify the Supplier in respect of any claims, losses, costs or damages that the Supplier may incur as a result

of the Supplier taking action under clause 2(b).(d) Until the Customer has paid for the Goods;

(i) The Customer must not use, sell, lease, dispose, assign or encumber the Goods (by mortgage, lien, charge or otherwise)without the consent of the Supplier; and

(ii) The Customer must store the Goods separately in a readily identifiable state.

3. DELIVERY(a) The Customer will at his expense provide or cause to be provided full and clear access to the delivery site.(b) Times for delivery are approximate and the Supplier can in no way be held responsible for variations to the proposed times.(c) Where delivery is specified to be made to a site, any additional mechanical assistance required to unload the Goods (e.g. crane, etc)

must be paid for and organised by the Customer.(d) The Customer is to immediately notify the Supplier in writing upon discovery of any defect or shortage in the Goods. The Customer

is deemed to have accepted the Goods and shall not have any claim in respect of defects or shortage unless the Supplier is notifiedin writing within forty eight (48) hours of delivery of the Goods.

4. COUNCIL(a) The Customer agrees to pay any additional costs incurred should the Local Council require any changes be made to the building.(b) A rejection of any building application or scope of works by the Local Council does not constitute a cancellation of the order

and all moneys payable by the Customer to the Supplier shall become immediately due and payable.

5. ERECTION(a) This contract is based on our standard engineering designs and does not allow for underground obstructions, rock, hard ground,

or unstable or reactive soil conditions. The Customer agrees to pay any additional costs incurred by the Supplier in this regard.(b) The Customer must provide a clear and accessible site for the building, clear of vegetation or obstruction. The site must be

level to within a 100mm tolerance. The customer agrees to pay any earthworks required in preparing the site.(c) Down pipes are supplied to ground level only. It is the Customer's responsibility to handle the discharge of roof water and

obtain any relevant Council approvals.(d) It is the Customer's responsibility to provide power to the construction site if required.(e) It is the Customer's responsibility to clean the construction site upon completion.

6. GENERAL(a) Minor variations in measurements from those shown in the order shall not give rise to any claim for damages or breach of Agreement.(b) To the extent permitted by law, the Supplier’s liability with respect to the supply of defective or faulty Goods is limited to the lowest of:

(i) The replacement or repair of the Goods; or(ii) Payment of the costs of replacing the Goods or supplying equivalent Goods, in each case, at the Suppliers discretion. The

Supplier shall not be liable for any labour costs associated with such repair or replacement.(c) The Customer warrants that he has carried out his own inquiries and investigations as to adequacy or suitability of the Goods for the

purpose for which the Customer intends to use the Goods and the Customer has not relied on the Supplier or the supplier’s employees,agents or distributors in determining the adequacy or suitability of the Goods for the Customer’s purposes.

(d) If the Customer defaults under any term of the Agreement or these Terms & Conditions, the Supplier may terminate the Agreementand all moneys payable by the Customer to the Supplier shall become immediately due and payable.

I hereby authorise the Supplier to commence immediate order, manufacture and delivery of the building detailed in this quote.I understand that by signing this document, the order of the building becomes NON-CANCELLABLE and that I am bound bythe above Terms and Conditions of Sale.

Signature: Date:


Received 06.08.2019

ARCHITECTURAL

SCHEDULE OF DRAWINGS

PROPOSED GARAGENo. 17 LOATTA ROAD, LINDISFARNELINDISFARNE PRIMARY SCHOOL

MATT GILLEY building designer

PO BOX 224 LINDISFARNE TASMANIA 7015 p: 0437499238 e: [email protected]

project no.

1526

SHEET No. 1 OF 8

PROPERTY IDENTIFICATION No. - PID 2721514 (there is no title registered)

SOIL REPORT CONSULTANT & CLASSIFICATION - NONE PROVIDED

DESIGN WIND SPEED - 41m/s (TC2) refer to details provided by 'ShedTech'.

CLIMATE ZONE FOR THERMAL DESIGN (building code of australia) - ZONE 7

BUSHFIRE-PRONE AREA BAL RATING (bushfire attack level) - EXEMPT (in accordance withclause 3.2.3 of AS 3959) PROPOSED STRUCTURE IS NOT A HABITAL BUILDING AND IS AT LEAST6.00m AWAY FROM A DWELLING.

ALPINE AREA (fire safety) - NO

CORROSION ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100mfrom salt water not subject to breaking surf or heavy non-industrial areas).

GENERAL INFORMATION

EXTERNAL BUILDING AREAS (proposed)

accreditation no.

CC 5666 C

PROPOSED COLORBOND GARAGE & CARPORT - 63.00m²

A01 SITE PLANA02 GENERAL NOTESA03 FLOOR PLANA04 ROOF PLANA05 ELEVATIONSA06 SECTION A-AA07 RETAINING WALL DETAIL

IMPORTANT2. DO NOT SCALE DRAWINGS.

1. USE WRITTEN DIMENSIONS ONLY.

MANUFACTURERS WRITTEN INSTRUCTIONS.

THE RELEVANT LOCAL AUTHORITY.

STANDARDS, BUILDING CODE OF AUSTRALIA AND PRODUCT 6. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH RELEVANT

AND/OR SPECIFICATIONS HAVE BEEN STAMPED AS 'APPROVED' BY 4. ENSURE THAT THIS DRAWING AND ANY ACCOMPANYING DETAILS

3. THE CONTRACTOR IS TO CHECK ALL LEVELS, DATUMS, ANDDIMENSIONS IN RELATION TO THE DRAWINGS AND THE SITE BEFOREPROCEEDING WITH THE WORK OR SHOP DRAWINGS.

5. THE PROPRIETOR IS TO ENSURE THAT ANY "CONDITIONS OF APPROVAL"ISSUED BY THE BUILDING SURVEYOR, RELEVANT COUNCIL AND OTHERSTATUTORY AUTHORITIES ARE PASSED ONTO THE CONTRACTOR BEFORECONSTRUCTION BEGINS.

7. ANY ALTERATION TO THE CONSTRUCTION AND/OR MATERIALSINDICATED IN THESE DRAWINGS IS TO BE APPROVED BY THE DESIGNER,THE ENGINEER, THE BUILDING SURVEYOR, AND THE PROPRIETOR BEFOREPROCEEDING WITH THE WORK.

8. IF IN DOUBT:- ASK!! CONTACT THE BUILDING DESIGNER AND/ORRELEVANT CONSULTANT.

Received 06.08.2019

MATT GILLEY building designerproject

proprietor

scale

date drawn

project no. drawing no.

1:1000

JUL 2019

1526

MGA01

drawingSITE PLAN

P.I.D. 2721514No. 17

24.42 haapprox.

SHEET No. 2 OF 8


issue description date

SITE IS LOCATED WITHIN THE FOLLOWING ZONES & AREASOF THE CLARENCE INTERIM PLANNING SCHEME 2015:-· COMMUNITY PURPOSE ZONE 17.0 SITE PLAN 1:1000

PROPOSED GARAGE17 LOATTA ROAD

LINDISFARNE

LINDISFARNE PRIMARY SCHOOL

PROPOSED COLORBONDGARAGE 9.00m x 7.00m

OUTLINE OF EXISTINGSCHOOL BUILDINGS.

4600

9000

4745

EX. SEWER & SW MAINS.

EX. SEWER MAIN

SITE BOUNDARY(typical).

L O A T T A R O A D SITE ENTRANCE

n o r

t h

Received 06.08.2019


proprietor

scale

date drawn


N/A

JUL 2019

1526

MGA02

drawingGENERAL NOTES


SHEET No. 3 OF 8

ALL FLOOR, WALL & ROOF CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITHAS 3959 - CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREAS. REFER TOARCHITECTURAL DWGS FOR TYPICAL DETAILS AND BUSH FIRE HAZARD ASSESSMENT,MANAGEMENT PLAN & SPECIFICATION PROVIDED BY OTHER CONSULTANTS.

MINIMUM CEILING HEIGHTS SHALL BE GENERALLY 2.4m, UNLESS IN A KITCHEN, HALL,BATHROOM, LAUNDRY OR GARAGE, WERE A MINIMUM OF 2.1m IS ACCEPTABLE. MINIUMCEILING HEIGHTS ABOVE THE NOSINGS OF STAIR TREADS MUST BE 2.0m CLEAR.

PROVIDE ARTIFICIAL LIGHTING TO ALL ROOMS IN ACCORDANCE WITH AS/NZS 1680.0.LIGHTING LAYOUT TO BE CO-ORDINATED BETWEEN THE OWNER AND BUILDER.

ALL WINDOWS AND INTERNAL GLAZING SHALL BE TAGGED OR CERTIFIED COMPLIANTWITH AS1288 (safety) AND AS2047(weatherproofing). GLAZING SHALL ALSO COMPLYWITH PART 3.6 OF THE B.C.A.

GENERAL NOTESWHEN CARRYING OUT THE BUILDING WORK, A BUILDER (or owner builder) SHOULD BEFAMILIAR WITH GENERAL CONSTRUCTION PRACTICES, THE REQUIREMENTS OF THE BUILDINGCODE OF AUSTRALIA (BCA), AS WELL AS LOCAL COUNCIL RULES/REGULATIONS.

A COPY OF ALL PLANNING, BUILDING & PLUMBING PERMITS, AND DRAWINGS STAMPED"APPROVED" BY THE LOCAL AUTHORITY MUST BE KEPT ON SITE.

THESE DRAWINGS ARE TO BE READ IN CONJUCTION WITH THE SHED MANUFACTURER'SPLANS, DETAILS & SPECIFICATIONS FOR ALL CONCRETE FOOTINGS & SLABS, & STEELFRAMING.

EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH PART 3.1.1 OF BCA.EXCAVATION & FILL UTILISING UNPROTECTED EMBANKMENTS SHALL BE IN ACCORDANCEWITH TABLE 3.1.1.1 OF THE BCA.

IF RECOMMENDED IN SOIL REPORT OR BY STRUCTURAL ENGINEER, SUB-SOIL DRAINAGEAROUND THE BUILDING MUST BE CARRIED OUT IN ACCORDANCE WITH PART 3.1.2 OF THEBCA AND AS/NZS 3500.3.2 OR AS/NZS 3500.5 (domestic installations, section 5).

FOOTING & SLAB CONSTRUCTION (including vapour barriers & damp-proofing membranes)SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 2870, AND MUSTCOMPLY WITH PART 3.2 OF THE BCA. NO EDGE REBATE SHALL BE LESS THAN 20mm.DESIGN & CERTIFICATION TO BE BY AN ACCREDITED PRACTICING STRUCTURAL ENGINEER.

CONCRETE MUST BE MANUFACTURED TO COMPLY WITH AS 3600 - AND HAVE A MINIMUMSTRENGTH OF OF 25MPa (N25) AT 28 DAYS. STEEL REINFORCING MUST COMPLY WITH AS2870. GENERALLY CONCRETE AND REINFORCING MUST COMPLY WITH PART 3.2.3 OF BCA,ALSO REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES AND DETAILS.

FOOTING AND SLAB CONSTRUCTION SHALL BE CARRIED OUT IN ACCORDANCE WITH PART3.2.5 OF BCA AND AS 2870. ALSO REFER TO STRUCTURAL ENGINEER'S GENERAL NOTES ANDDETAILS.

ALL STEEL WALL & ROOF FRAMING SHALL BE CARRIED OUT IN ACCORDANCE WITH PART3.4.2 OF THE BCA, AS 4100 AND AS/NZS 4600. DESIGN & CERTIFICATION TO BE BY ANACCREDITED PRACTICING STRUCTURAL ENGINEER. ALSO REFER TO STRUCTURAL ENGINEER'SGENERAL NOTES AND DETAILS.

ALL TIMBER FLOOR, WALL & ROOF FRAMING SHALL BE CARRIED OUT IN ACCORDANCE WITHPART 3.4.3 OF THE BCA, AS 1684.2 AND/OR AS 1684.4. DESIGN & CERTIFICATION TO BE BYAN ACCREDITED PRACTICING STRUCTURAL ENGINEER. ALSO REFER TO STRUCTURAL NOTESAND DETAILS.

ROOF CLADDING SHALL BE INSTALLED IN ACCORDANCE WITH PART 3.5.1 OF BCA.COLORBOND FINISH TO SHEET ROOFS (uno) AS SELECTED BY OWNER. ALL RIDGES, FASCIAS,BARGE ENDS, HIP ENDS AND ROOF PENETRATIONS MUST BE PROPERLY FLASHED ANDSEALED(i.e. watertight). REFER TO ARCHITECTURAL DWGS FOR TYPICAL SARKING DETAILSAND EXTENT OF ROOF CLADDINGS.

ALL GUTTERS AND DOWNPIPES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCEWITH AS/NZS 3500.3.2 OR AS/NZS 3500.5 (domestic installations, section 5). REFER TOARCHITECTURAL DWGS FOR TYPICAL GUTTER & FASCIA DETAILS.


WHS REGULATIONS 2012WORKPLACE HEALTH & SAFETY REGULATIONS 2012 (WHS REGULATIONS) REQUIRE THERETO BE A PRINCIPAL CONTRACTOR (THE BUILDER) FOR ANY PROJECT WITH ACONSTRUCTION VALUE OVER $250,000.

THE BUILDER SHALL SAFELY CARRY OUT ALL WORK IN ACCORDANCE WITH WHSREGULATIONS. THE WHS REGULATIONS REQUIRE THAT BEFORE STARTING WORK THEBUILDER MUST IDENTIFY ALL OF THE HIGH RISK CONSTRUCTION WORK THAT WILL BEUNDERTAKEN, DEVELOP SAFE WORK METHOD STATEMENTS FOR THESE, AND ENSURE THATALL WORK IS CARRIED OUT IN ACCORDANCE WITH THEM.

POWER SUPPLYWHERE WORK IS IN PROXIMITY TO OVERHEAD POWER LINES, THE BUILDER SHALL FORMAN APPROPRIATE SAFE WORK STRATEGY. WHERE THE EXISTING POWER SUPPLY NEEDSTO BE RELOCATED, THE BUILDER SHALL CONSULT WITH 'AURORA' & ALL OTHER RELEVANTAUTHORITIES. POWER LINE RELOCATION SHALL BE CONDUCTED IN A SAFE MANNER,AND IN ACCORDANCE WITH ALL RELEVANT STANDARDS & REGULATIONS.

CONSTRUCTION WORK - CODE OF PRACTICETHE CODE OF PRACTICE FOR CONSTRUCTION WORK IS AN APPROVED CODE OFPRACTICE UNDER SECTION 274 OF THE WORK HEALTH & SAFETY ACT (the WHS Act).

AN APPROVED CODE OF PRACTICE IS A PRACTICAL GUIDE TO ACHIEVING THESTANDARDS OF HEALTH, SAFETY AND WELFARE REQUIRED UNDER THE WHS ACT AND THEWORK HEALTH & SAFETY REGULATIONS (WHS regulations).

THE CODE PROVIDES GUIDANCE TO PRINCIPAL CONTRACTORS AND OTHER PERSONSCONDUCTING A BUSINESS OR UNDERTAKING, WHO CARRYOUT CONSTRUCTION WORK,ON HOW TO MEET THE HEALTH & SAFETY REQUIREMENTS UNDER THE WHS ACT &REGULATIONS RELATING TO CONSTRUCTION WORK.

THE CODE SHOULD BE READ IN CONJUNCTION WITH OTHER CODES OF PRACTICE ONSPECIFIC HAZARDS AND CONTROL MEASURES RELEVANT TO THE CONSTRUCTIONINDUSTRY INCLUDING (but not limited to):-

· DEMOLITION WORK· EXCAVATION WORK· MANAGING ELECTRICAL RISK AT THE WORKPLACE· MANAGING THE RISK OF FALLS AT WORKPLACES· MANAGING NOISE AND PREVENTING HEARING LOSS AT WORK· PREVENTING FALLS IN HOUSING CONSTRUCTION· CONFINED SPACES· HAZARDOUS MANUAL TASKS· FIRST AID IN THE WORKPLACE· SAFE DESIGN OF STRUCTURES

A COPY OF THE CODE OF PRACTICE FOR CONSTRUCTION WORK CAN BE DOWNLOADEDFROM THE FOLLOWING LINK:-http://www.safeworkaustralia.gov.au/sites/swa/about/publications/pages/construction-work

PROTECTIVE COATINGS FOR STEELWORK (FROM BCA TABLE 3.4.4.2)

ENVIRONMENT - MODERATE (more than 1km from breaking surf or more than 100m fromsalt water not subject to breaking surf or heavy non-industrial areas).

NO PROTECTION REQUIRED FOR INTERNAL STEELWORK IN A PERMANENTLY DRY LOCATION.

EXTERNAL STEELWORK PROTECTION OPTIONS:-

1. 2No. COATS ALKYD PRIMER.2. 2No. COATS ALKYD GLOSS.3. HOT DIP GALVANISE 300g/m²4. HOT DIP GALVANISE 100g/m² min. PLUS (a) 1No. COAT SOLVENT BASED VINYL PRIMER; OR (b) 1No. COAT VINYL GLOSS OR ALKYD.


LINDISFARNE


Received 06.08.2019


proprietor

scale

date drawn



LINDISFARNE1:100

JUL 2019

1526

MGA03

drawingFLOOR PLAN


FLOOR PLAN 1:100

WALL KEY

64mm TOPHAT WALL GIRTS OVER 'C' SECTION PORTAL FRAME.REFER TO DRAWINGS PROVIDED BY 'STEELINE'.COLORBOND 'STEELCLAD' SHEET WALL CLADDING OVER.

PROPOSED GARAGE - 63.00m²


ridge line over

SHEET No. 4 OF 8


ALL PLUMBING & DRAINAGE SHALL COMPLY WITH AS 3500, THE TASMANIANPLUMBING CODE, THE PLUMBING CODE OF AUSTRALIA & THE MUNICIPLESTANDARD DRAWINGS.

UNLESS NOTED OTHERWISE, ALL SEWER AND STORMWATER DRAINS SHALL BEPVC SEWER CLASS "SN6" TO AS 1260.

ALL CONNECTIONS TO COUNCIL OR Tas Water SERVICES SHALL BE UNDERTAKENBY BY THE COUNCIL OR Tas Water AUTHORITY AT THE DEVELOPER'S COST.

PLUMBING NOTES

THE BUILDER SHALL CONFIRM THE PRESENCE & LOCATION OF ALL EXISTING SERVICESON THE SITE & WITHIN THE AREA OF WORKS. ALL DANGEROUS SERVICES (underground& overhead) MUST BE CLEARLY IDENTIFIED.

MINIMUM PIPE GRADES:- STORMWATER - 1.00% (1:100)

DP - NEW Ø75 uPVC DOWNPIPE. PAINTED.

DP

ROLL

-A-D

OO

R21

00h

x 26

00w

7000

(to

outs

ide

edge

of s

lab)

(to outside edge of slab)

820mmPA DOOR

DN100 SW DRAIN CONNECT INTOEXISTING SW SYSTEM (locate on site)

9000

GARAGE

DP

n o r

t h

DN

100

stor

mw

ater

ROLL

-A-D

OO

R21

00h

x 26

00w

DISCHARGE Ø100 AG. DRAININTO 300 x 300 POLY PIT.

Ø100 AG. DRAIN

Ø10

0 A

G. D

RAIN

CONSTRUCT NEW 'FREESTONE' GARDEN BLOCKRETAINING WALL SYSTEM - MAXIMUM 1200mm HIGH.BACKFILL BLOCKS WITH 'NO FINES' CONCRETEBEFORE BACKFILLING BEHIND WALL (max. twocourses at a time).

EXISTING Ø150 PVC SEWER MAIN (tas water)

EXISTING STORMWATER MAIN (clarence city council)

SITE BOUNDARY

SITE BOUNDARY EX. SW M/H

EX. SEWER M/H

EX. SEWER MAIN (tas water)

EX. SW MAIN (clarence city council)

1000

MIN.

2140 46

00

(200

0 m

in.)

EXTENT OF RETAINING WALLTO BE CONFIRMED ON SITE.

AA06

AA06

Received 06.08.2019


proprietor

scale

date drawn


1:100

JUL 2019

1526

MGA04

drawingROOF PLAN


SHEET No. 5 OF 8

NEW Ø75 uPVC DOWNPIPE. PAINTED FINISH TO MATCH WALL CLADDING.

ROOF KEY & NOTES

R1 CUSTOM ORB STEEL ROOF CLADDING. 10° PITCH.COLORBOND FINISH.

DP

TYPICAL GUTTER:-115mm COLORBOND 'D' PROFILE GUTTERING,1:500 FALL. COLORBOND FINISH.

ROOF PLAN 1:100

EXTERNAL WALL LINE (below) SHOWN DASHED.


METAL ROOF SHEETING SHALL COMPLY WITH AS 1562.1 DESIGN & INSTALLATION OF SHEETROOF & WALL CLADDING: METAL.

ALL ROOF SHEETING, FLASHINGS, CAPPINGS, FIXINGS AND PENETRATION FLASHING SHALLBE INSTALLED IN ACCORDANCE WITH AS 1562.1 & MANUFACTURER'S DETAILS &SPECIFICATIONS.

ALL FIXINGS/FASTENERS SHALL BE GALVANISED, AND COMPLY WITH THE RELEVANTAUSTRALIAN STANDARDS. CUSTOM ORB SHEETS CREST FIXED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATION.

ROOFING NOTES

WHEREVER POSSIBLE, ROOF SHEETS ARE TO BE LAID WITH ONE AND A HALF SIDE LAPS,ENSURING THAT THE SIDE LAP IS FACING AWAY FROM PREVAILING WEATHER.

ROOF SHEETS MUST BE LAID, WHEREVER POSSIBLE, USING COMPLETE LENGTHS FROMFASCIA TO RIDGE.

ALL ROOF FLASHINGS AND CAPPINGS MUST BE PURPOSE MADE, MACHINE FOLDEDCOLORBOND SHEET. FLASHINGS THAT RUN PARALLEL WITH THE ROOF SHEET SHOULD HAVETHEIR EDGE TURNED DOWN TO DIP INTO THE ROOF SHEET PAN/VALLEY. FLASHINGS THATRUN ACROSS THE TOP OF THE ROOF SHEETING SHALL ALSO HAVE THEIR EDGE TURNEDDOWN AND NOTCHED TO FIT OVER THE 'TRIMDEK' SHEET RIBS. ALL FLASHINGS SHALL BEFIXED AT 600 cts. max.

FOLDED BARGE & RIDGE CAPPINGCOLORBOND FINISH.

GA

BLE

END


LINDISFARNE


GA

BLE

END

9000

7000

DP

DP

GUTTER 1:500 FALL

10° fall

R1

n o r

t h

10° fallR1

GUTTER 1:500 FALL

Received 06.08.2019


proprietor

scale

date drawn


1:100

JUL 2019

1526

MGA05

drawingELEVATIONS

SHEET No. 6 OF 8

SOUTH EAST ELEVATION 1:100 NORTH EAST ELEVATION 1:100

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD,SILL & JAMBS; AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHINGTO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING



EXTERNAL MATERIALS & FINISHES

10° pitch

NORTH WEST ELEVATION 1:100

D

B

A

E

FFL

TOP OF PORTAL FRAME

TOP OF ROOF

B

820mm PERSONAL ACCESS DOOR.COLOUR TO BE CONFIRMED.

B


LINDISFARNE


CORRUGATED ROOF SHEETING. COLORBOND FINISH TBC.

'STEELCLAD' SHEET WALL CLADDING & CORNER FLASHINGS.COLORBOND FINISH TBC.

2100 high x 2600 wide 'SERIES A' ROLLER-DOOR.COLORBOND FINISH TBC.

METAL 115mm QUAD GUTTERING & CAPPRING.COLORBOND FINISH TBC.

C

D

A

DP

D

2400 30

20

A

B

B

FFL

TOP OF PORTAL FRAME

TOP OF ROOF

DPDP

A

A

DP

C

D

D

F CONSTRUCT NEW 'FREESTONE' GARDEN BLOCKRETAINING WALL SYSTEM - MAXIMUM 1200mm HIGH.

E

F F

F FNATURAL GROUND LINE:-BULK EXCAVATIONTO REQUIRED LEVELS.

NATURAL GROUND LINE:-BULK EXCAVATIONTO REQUIRED LEVELS.

SOUTH WEST ELEVATION 1:100

2400 30

20

± 14

00

± 15

00

Received 06.08.2019


proprietor

scale

date drawn


1:50

JUL 2019

1526

MGA06

drawingSECTION A-A


SHEET No. 7 OF 8

SECTION A - A 1:50AA03

B

ridgecapping

GARAGE

1:10

FFL

TOP OF PORTAL FRAME

SLAB ON GRADE 1:10TYPICAL

REFER TO SHED MANUFACTURER'SSLAB & FOOTING DETAILS FOR REINFORCING.

COMPACTED SUB-BASE.

75 - 100mm LAYERCOMPACTED 20mm FCR BASEPREPARATION.

0.2mm 'FORTECON' OR APPROVED EQUIVALENT(not required for external pavement slab).

30mm SAND BEDDING.

100

min

.


ALL FOOTINGS SHALL BEAR ON APPROVED FOUNDATION.TO BE INSPECTED BY BUILDING SURVEYOR or ENGINEERPRIOR TO POURING CONCRETE.

A

R.C. SLAB ON GRADE.REFER TO DETAILS BY SHEDMANUFACTURER.

STEEL FRAMED ROOF & WALL CONSTRUCTION.REFER TO DETAILS BY SHED MANUFACTURER.

REFER TO SHED MANUFACTURER'SDETAILS FOR PORTAL FRAME BASECONNECTION TO R.C. SLAB.

2400

A

EXTERNAL MATERIALS & FINISHES

B

C

A

D

INSTALL COLORBOND WALL SHEETING IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS. PROVIDE COLORBOND FLASHINGS TO ALL WINDOW HEAD,SILL & JAMBS; AND ALL INTERNAL/EXTERNAL CORNERS. COLORBOND TRIM/FLASHINGTO BASE OF SHEETS.

REFER TO MANUFACTURER'S SPECIFICATION FOR SCREW FIXING GAUGE & SPACINGS.

COLORBOND WALL CLADDING

THESE DRAWINGS DO NOT COVER FOOTING & SLAB DETAILS.THEY ARE TO BE READ ALONGSIDE THE STANDARD FOOTING & SLABDRAWINGS & DETAILS PROVIDED BY THE SHED MANUFACTURER/SUPPLIER(STEELINE ROOFING). A SOIL TEST/REPORT HAS NOT BEEN CARRIED OUT ORPROVIDED TO THE DESIGNER.

BEFORE COMMENCING BUILDING WORK:- FINAL FOOTING & SLABSPECIFICATIONS WILL NEED TO BE CONFIRMED BY A STRUCTURAL ENGINEERAND/OR THE BUILDING SURVEYOR.

FOOTING & SLAB NOTE

10° pitch


LINDISFARNE


CORRUGATED ROOF SHEETING. COLORBOND FINISH TBC.

'STEELCLAD' SHEET WALL CLADDING & CORNER FLASHINGS.COLORBOND FINISH TBC.

2100 high x 2600 wide 'SERIES A' ROLLER-DOOR.COLORBOND FINISH TBC.

METAL 115mm QUAD GUTTERING & CAPPRING.COLORBOND FINISH TBC.

A1A07

Received 06.08.2019


proprietor

scale

date drawn


1:10

JUL 2019

1526

MGA07

drawingRETAINING WALL DETAIL




LINDISFARNE


SHEET No. 8 OF 8

250

600

Ø100 AG. PIPE FALL 1:100 TO SW SYSTEM.'H

' (12

00m

m M

AXI

MUM

)

BULL NOSE CAPPING BLOCK.

COMPACTED CLAYSEALING LAYER.

BACKFILL BEHIND WALL 350mm WIDELAYER OF 'NO FINES' CONCRETE.

CONSTRUCT NEW 'FREESTONE' GARDENBLOCK RETAINING WALL SYSTEM.MAXIMUM 1200mm HIGH.

BACKFILL BLOCKS WITH 'NO FINES' CONCRETEBEFORE BACKFILLING BEHIND WALL (max. twocourses at a time).

250d x 600w COMPACTED BASECOURSE - 20mm FCR.

30mm LEVEL SAND BED.NEW ISLAND BLOCK 'TASMAN' RETAININGWALL SYSTEM SHALL BE CONSTRUCTED INACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS.

30

WALL DETAIL 1:20A06A1

1:4 MAXIMUM GRADED SLOPE.

Received 06.08.2019

development application - city of clarence...2019/10/16 · phone: 03 6249 4988 fax: 03 6249 3838...

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