gsbc.tas.gov.au · 3.8 x 4.0 BED-1 3.8 x 4.0 BED-2 Bl 7.9 x 10.0 DECK 7900 3990 900 10190 8420 1650...

SEARCH DATE : 25-Sep-2018SEARCH TIME : 04.00 AM

DESCRIPTION OF LAND Parish of MEREDITH, Land District of GLAMORGAN Lot 67 on Sealed Plan 52469 Derivation : Part of 655 Acres Gtd to S.W. Roberts Prior CT 4851/78

SCHEDULE 1 M690328 TRANSFER to MARK GRAHAM Registered 06-Jul-2018 at 12.02 PM

SCHEDULE 2 Reservations and conditions in the Crown Grant if any SP 52469 EASEMENTS in Schedule of Easements SP 52469 COVENANTS in Schedule of Easements SP 52469 FENCING COVENANT in Schedule of Easements SP 6472 FENCING PROVISION in Schedule of Easements

UNREGISTERED DEALINGS AND NOTATIONS No unregistered dealings or other notations

SEARCH OF TORRENS TITLE

VOLUME

52469FOLIO

67

EDITION

9DATE OF ISSUE

06-Jul-2018

RESULT OF SEARCHRECORDER OF TITLES

Issued Pursuant to the Land Titles Act 1980

Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 1

FOLIO PLANRECORDER OF TITLES


Search Date: 25 Sep 2018 Search Time: 04:01 AM Volume Number: 52469 Revision Number: 05


SCHEDULE OF EASEMENTSRECORDER OF TITLES


Search Date: 23 Oct 2018 Search Time: 04:14 PM Volume Number: 52469 Revision Number: 05


ArchitecturalAd01: Site Plan 1:250Ad02: Existing Floor Plan 1:100Ad03: Demolition Plan 1:100Ad04: Proposed Floor Plan 1:100Ad05: Elevations 1:100

Designed : Accreditation No : CC5853KTONY M KEEGAN

Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250

Building Design Drafting & Documentation Services

Mark GrahamDwelling Addititon, Deck & Boat Shed

20 Oyster Bay CourtColes Bay TAS 7215

PID: 7857496 Title Volume 52469 Folio 67

AreaEx'tg Dwelling: 113.80sqm (12.25sqs)Ex'tg Shed: 36.48sqm ( 3.92sqs)Ex'tg Decks: 56.00sqm ( 6.03sqs)New Boat Shed: 54.36sqm ( 5.85sqs)New Addition: 40.52sqm ( 4.36sqs)New Deck: 83.93sqm ( 9.03sqs)

LevelsDatum at Kerb: RL ExistingGround Level: RL ExistingFinished Floor Level: RL 10.00 ADORG: RL ExistingRL = Reduced Level, AD = Adopted Datum, ORG = Overflow Relief Gully

TITLE 47

.13m 69

°49'5

0"

TITLE 46

.13m 69

°50'4

0"

TITLE 22.30m 337°54'10"

TITLE 22.30m 160°27'40"

O Y S T E R B A Y C O U R T

EX'TGWATERTANK

EX'TGDWELLING

EX'TGDECK

EX'TGDECK

EX'TG DECK

EX'TGSHED

D R I V E W A Y

EX'TGWATERTANK

NEW PREFAB.BOAT SHED

NEWADDITION

NEWDECK

Rwp Rwp

Rwp

Rwp

WATERTANK

RL 10.0

00 (AD)

FLRL 9

.090

FLRL 9

.500

RL 9.40

0

FLRL 9

.500

RL 10.0

00

Designed :

Drawing :

Scale :

Project No :

Dwg No :

2018 - ALL RIGHTS RESERVEDC

Issue : Date : Description : Rev. :

Mark Graham

Dwelling Addition, Deck & Boat Shed20 Oyster Bay CourtColes Bay TAS 7215

CC5853KAccreditation No :

Client :

Project :Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250


Ad01

Site Plan

TONY M KEEGAN

1:250

18.017

Client Review24.09.1801 -

Planning Approval23.10.1802 -

LEGENDRwp : Rainwater Pipe, Connect to Ex'tg or

New Water Tanks as Shown

T I T

L E

B

O U

N D

A R

Y

T I T

L E

B

O U

N D

A R

Y

SHEDex'tg

DECKex'tg

DECKex'tg

DWELLINGex'tg

EX'TGWATERTANK

DECKex'tg

EX'TGWATERTANK

Designed :

Drawing :

Scale :

Project No :

Dwg No :



Mark Graham



Client :

Project :Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250


Ad02

Existing Floor Plan

TONY M KEEGAN

1:100

18.017



T I T

L E

B

O U

N D

A R

Y

T I T

L E

B

O U

N D

A R

Y

SHEDex'tg

DECKex'tg

DECKex'tg

DWELLINGex'tg

EX'TGWATERTANK

DECKex'tg

EX'TGWATERTANK

Designed :

Drawing :

Scale :

Project No :

Dwg No :



Mark Graham



Client :

Project :Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250


A03

Demolition Plan

TONY M KEEGAN

1:100

18.017



T I T

L E

B

O U

N D

A R

Y

T I T

L E

B

O U

N D

A R

Y

DECKex'tg

DECKex'tg

DWELLINGex'tg

BF3690

Robe

Robe

3.8 x 4.0BED-1

3.8 x 4.0BED-2

Bl

7.9 x 10.0DECK

90039907900

1019

0

8420

1650

Bl

Bl

820

820

820

WcBsn

ShrBATHR2.6 x 1.892

0

DN

820

NEW PREFAB.BOAT SHED

1500H SCREEN1500H SCREEN

1500

H SC

REEN

Designed :

Drawing :

Scale :

Project No :

Dwg No :



Mark Graham



Client :

Project :Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250


Ad04

Proposed Floor Plan

TONY M KEEGAN

1:100

18.017

AreaEx'tg Dwelling: 113.80sqm (12.25sqs)Ex'tg Shed: 36.48sqm ( 3.92sqs)Ex'tg Decks: 56.00sqm ( 6.03sqs)New Boat Shed: 54.36sqm ( 5.85sqs)New Addition: 40.52sqm ( 4.36sqs)New Deck: 83.93sqm ( 9.03sqs)

LevelsDatum at Kerb: RL ExistingGround Level: RL ExistingFinished Floor Level: RL 10.00 ADORG: RL ExistingRL = Reduced Level, AD = Adopted Datum, ORG = Overflow Relief Gully

LEGENDWc : Water Closet PanShr : ShowerBsn: : Basin



Fc1 FL

CL

2400

Fc1

RwpRwp

aa

2400

FL

CL

Designed :

Drawing :

Scale :

Project No :

Dwg No :



Mark Graham



Client :

Project :Design

Solutions

[email protected]

PO Box 5274

Launceston TAS 7250


North Elevation

Ad05

Elevations

TONY M KEEGAN

1:100

18.017

West Elevation

LEGENDFc1 : Scyon Matrix Fibre Cement Sheet Cladding (1790 x 890)Rwp : Rainwater PipeFL : Finished Floor LevelCL : Finished Ceiling Levela : Awning Sashs : Sliding Sashf : Fixed Sashbf : Bi-Fold



South Elevation

www.aussieoutdoorsheds.com.au

PO Box 411VARSITY LAKES, QLD 4720

Phone 1800 074 337Fax 07 5657 8899

Aussie Outdoor Sheds & GaragesABN: 47 122 464 233


QUOTATION

Mark Graham

Not Set

Quote # : paam1810029-6Date : 23 Oct 2018

Salesman : Paul Aiomanu Phone : 1800 074 337 Email : [email protected]

Thank you for the opportunity to provide you with information for your proposed building. We have set out below thespecifications and the information for your approval. This proposal is valid for 30 days and is subject to the site classification, welook forward to being of assistance to you.

BUILDING SPECIFICATIONSSpan 6 metres

Length 9 metres (3 Bays of 3 metreseach)

Height 4.3 metresRoof Type Gable, 12 degree pitch

RoofCOLORBOND® steelCORODEK® steel 0.42 BMT(0.47TCT) sheeting, BlueScope

Walls & TrimCOLORBOND® steelTRIMCLAD® steel 0.42 BMT(0.47TCT) sheeting, BlueScope

Weight 2,300

KIT PRICESteel Building Kit $11,381.82GST $1,138.18Total Kit Price $12,520.00

DELIVERYFrom Launceston, TAS $0.00

TOTAL PRICEKit Price $12,520.00Delivery FREE*Promotional Discount $250.00Grand Total $12,270.00

Anything that has been discussed or implied that is not detailed in this quote or general specifications has not been allowed for inthe quote price. If you require anything extra to the above, then please contact us and we will send you a revised quotation.

DELIVERY*Free delivery offer applies to delivery fees for the standard delivery area. Any additonal fees for delivery outside the standardarea are not included in this promotion. Conditions apply, refer to your purchase agreement for more information.

PAYMENT SCHEDULE

25% initial deposit to be paid to receive all appropriate plans, engineering specifications & certificates.25% further deposit to be paid to commence manufacturing.50% to be paid 7 working days prior to pick up or delivery of your steel building.


BUILDING DETAILSSpan 6 metresLength 9 metres (3 Bays of 3 metres each)Height 4.3 metresRoof Style Gable, 12 degree pitchRoof Material COLORBOND® steel CORODEK® steel 0.42 BMT (0.47TCT) sheeting, BlueScopeWall Material COLORBOND® steel TRIMCLAD® steel 0.42 BMT (0.47TCT) sheeting, BlueScope

Roller Doors

One (1) COLORBOND® steel 3.75m high x 4.98m wide roller door (windlocks not included). One (1)COLORBOND® steel 2.3m high x 4.98m wide roller door (opening with jambs and flashings only -door by others, windlocks not included). Refer to the General Specification (# Access Doors) inrelation to opening sizes. The Roller Doors are wrapped for protection during transport.

Access DoorsOne (1) 2040 x 820 COLORBOND® steel door. Single skin metal clad door with COLORBOND®steel facings and fold-down vertical sides for strength and appearance. On a welded RHS frame, thedoor is pre-hung into a powdercoated frame. Supplied with a Knob/Knob entrance set;

Bracing The building will have Knee and Apex braces. Minimum internal knee clearances are: Main Building3.327m. Side Walls bracing will be supplied as cable.

Roof Purlins & Wall Girts Z sections bolted to rafters & columns with a minimum overlap of 10% of the bay width. The purlinsand girts are Z 100.

Fixing to Concrete Chemically anchored stud bolts fitted after concrete is cured. Chemset NOT included.Weight Approximately: 2,300 kg

SPECIFIC INCLUSIONS OF STEEL BUILDING

Determination of the design criteria by the engineer. This includes assessment in 8 cardinal directions to determine the sitedesign wind speed.A comprehensive step by step Construction Kit. This kit is specific to your building and gives step by step, simple to followinstructions on how to build your building.Engineering certification of the steel building to the appropriate Australian Standards.Slab or Pier designs for soil classes A, S, M, H1 and H2.Materials as nominated above supplied as per the attached "General Specification".BlueScope - product warranties of up to 15 years apply.

SPECIFIC EXCLUSIONS

Drawings other than detailed above.Consent authority including any building, development or construction certificate application(s).Construction of the steel building and any foundations (building is supplied as a kit).Insurance of the steel building once delivered to site or collected from depot.


SITE LOCATIONSite Address 20 Oyster Bay Court COLES BAY TAS 7215 AustraliaBuilding Class 10Design Wind Criteria Region A3; TC = 2.14; Mt = 1; Ms = 1; giving a Vdes of 40.4 m/s.Importance Level 2 with a Vr of 45 m/sTerrain Category 2.14Other Design Factors No Snow Loading allowed. No Earthquake Loading allowed.

BUILDING INFORMATION

The design criteria nominated has been assessed by your trained sales consultant. This assessment is subject to the certifyingengineers confirmation. Changes by the engineer may result in a change to the materials and price.

Your site has been assessed as being Terrain Category 2.14 (TC 2.14).From the site location and the usage information we have at hand, it is unlikely that the building is subject to a Marine or IndustrialInfluence.

This should be confirmed, by the purchaser, by referencing the BlueScope Technical Bulletins (In particular TB 1A) and wherenecessary contacting BlueScope on 1800 800 789.

GENERAL SPECIFICATIONSDue to ongoing product development, the seller reserves the right to makedesign and engineering changes up to the point of commencingmanufacture. The engineer's final design requirements may overrideanything nominated.Standards & Codes - All buildings are designed in accordance with theloads of AS/NZS 1170, AS 3600 for the concrete components, the methodsof AS 4100 for steel components and the specific requirements of AS 4600for cold formed sections.Design Criteria - The Design Criteria nominated is subject to confirmationby the certifying engineer. Unless nominated, no allowance has been madefor earthquake or snowloading. The building is not suitable for lining withgyprock.Dimensions - all dimensions nominated are nominal sizes only Length andspan are to inside of sheeting. Height is to top of gutter. Length and spanmay vary when sides are fully open by up to 150mm per side/end. If anexact opening or clearance is required, then this must be specificallynominated as "exact size" in the quotation.Environmental Characteristics - All components of the steel building aredesigned to suit the conditions generally described as Non aggressive.Care must be taken with any steel building to ensure that regularmaintenance is carried out. The suitable conditions and Maintenancerequirements are defined in the various BlueScope Technical Bulletins.Roof & Wall Sheeting - COLORBOND® steel or ZINCALUME® steel asnominated. TCT refers to Total Coated Thickness. BMT refers to BaseMetal Thickness. Refer to BlueScope TB-1a&1bGALVASPAN® steel Sections - GALVASPAN® steel C-sections, Z-sections, purlins and girts have a minimum coating of 350-gm/m2 (Z350)and a minimum yield strength of 450Mpa. Refer to BlueScope TB-17Fasteners - All major connections including Z purlins and girts are bolted.All other connections are tec screwed. Fasteners are supplied to a class 3standard as defined in AS 3566. Roof screws with cyclonic washers areONLY provided where the building is rated cyclonic. Should conditions besevere (ISO Category 4 or 5), then class 4 fasteners may be required. Thepurchaser should advise the seller if this is required. (Refer to BlueScopeTB-16 and manufacturers warranty data.)BracingWall & Roof : Cross and Fly bracing as per the engineering plans, steelstrapping will be supplied unless otherwise nominated. In open bays, adouble eave purlin is provided for bracing purposes. Subject to engineeringcross bracing in some open bays and over windows may be required.Apex: Where nominated in the engineering drawings, apex braces aresupplied. Apex braces are bolted and screwed to the rafters. Droppers areprovided where necessary.Knee Braces: Where nominated in the engineering drawings, kneebraces are provided. Knee braces are bolted and screwed to the raftersand columns and in some instances of open bays to the columns and eavepurlins. The knee braces and apex braces will reduce the internalclearance height of the building.End Wall Mullions - Where nominated are fixed at 90 degrees to thecolumns and inside the rafter. These reduce internal clearance.Gutters - The gutter type supplied will be nominated by our supplier as themost common type for the area.Piers and Slab - Designs are for a safe bearing value >= 100kPa.(400kPa ultimate). Where a concrete slab, or concrete slab and piers isnominated, the wall sheeting will be supplied to extend 50 mm past the slab(building height + 50 mm). When concrete piers only are nominated, wallsheeting is provided to building height. Where a 50mm step down isnominated, the wall sheeting is not extended any further.

Fixing Method - The fixing method nominated is for the main sidecolumns. Other columns are supplied as per engineering design. Wherechemical studs are nominated, due to hazardous transport laws, the supplyof the chemset is NOT included. The Engineers design may override yourrequest.Marking, Cutting and Drilling - Most components are marked for easyidentification and placement. Most are also cut to length and drilled to suitbolt placement. It will be necessary to cut and/or drill some components onsite.

# symbol indicates items that are only included when specificallynominated in your quotation.

# Colours - Not all colours are available from all manufacturing depots.0.40 TCT wall sheeting is limited in colours in most areas.# Dividing Walls - Sheeting to one side of the wall. Where the wall is inZINCALUME® steel, any doors etc. on the wall shall also be inZINCALUME® steel.# Downpipes - 100 x 75 or 90 dia PVC as provided by our supplier.# Internal Stud Walls - No sheeting provided.# Access Doors - All roller doors, shutters, steel sliding or bifold doorsand PA doors are NOT wind rated. Roller doors can have windlocks fittedat an additional cost. The sizes quoted are approximate door sizes - NOTclear opening sizes. Clear opening sizes may be reduced due to thebuilding height, widths, motors or chains. All roller door keys (whereincluded) are keyed alike, unless otherwise stated. All Stable shutters willbe provided in the same colour as the wall colour. Sliding doors aresupplied so that each door will slide across the door bay plus one otherbay as per shed layout.# Roller Door Transport Protection - All doors are either steel wrappedor hardboard covered to protect them during transport. Care must still betaken with Roller Doors.# Windows - Positions shown on plans are for illustration purposes only(all windows are 2.1m to top of window from floor level). A header flashingis provided as part of the building. Other stile material is provided to enablesecure fixing of the windows and surrounding sheeting. An 'X' shown in theelevation on a window represents cross bracing over the window.# Mezzanine Floors - Supply is for bearers and joists only. Flooring, stairsand balustrading are not supplied. Combined Dead Load plus Live Load of1.5kPa maximum. Joists spacing of 600mm. Support posts fitted underbearers in line with End Wall Mullion positions.# Skylights - Translucent (Opal) Fibreglass sheeting. Industrial weight(2400 gm per m2). Safety mesh (if required) is to be provided by others.Maximum of one sheet per bay, per side.# Insulation + Wire - Of the type nominated in the quote.# Delivery - Delivery is quoted to within the normal delivery runs.Additional fees apply where the address is off the run. Alternatively deliveryis to be ex works. Unloading of the whole kit is not included where anylength exceeds 11.8m. Semi trailer access required. Where a body truck isrequested it is subject to availability. Should a body truck be requested andit is not available for the site then the building shall be either ex works ordelivered to an alternative address by a semi trailer.# Ex Works - Collection will be from our supplier's depot nominated as themanufacturing location in the quote letter.# Pricing - Pricing is valid for 30 days, unless notified of an impendingprice rise where the price rise date will become the new validation date.

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