erin dunn - city of mackay · type h - structural ply sheet bracing in accordance with a.s....

1

Melissa Pitt

From: Erin Dunn <[email protected]>Sent: Wednesday, 15 January 2014 3:06 PMTo: Development Services; Shane KleveCc: [email protected]: DA-2013-312 Amended Plans in occordance with conditionAttachments: 3 TAMRON - CONSTRUCTION PLANS.pdf; MCU Approval.Pdf

Attention Shane Kleve, Please find attached amended plans in accordance with condition 19 of the attached Material Change of Use for Dual Occupancy. Thank You,

Erin Dunn Assistant Business Operations Manager Swimming Pool Safety Inspector (Lic. 100714) GMA Certification Group Townsville Branch C/O ‐ PO BOX 2760 NERANG Qld 4211 tel: 07 4725 2063 fax: 07 4779 1657 [email protected] www.gmacert.com.au

PLEASE CONSIDER THE ENVIRONMENT BEFORE YOU PRINT THIS E-MAIL

This email and any attachments may be confidential and may contain privileged information or copyright material of GMA Certification Group. If you are not an intended recipient, please contact us immediately by return email and then delete both messages. You may not otherwise read, forward, copy, use or disclose this email or any attachments.

From: Michelle Carey [mailto:[email protected]] Sent: Wednesday, 15 January 2014 1:34 PM To: Erin Dunn Subject: Lot 3 Tamron Drive Hey Erin, Please find attached revised (Construction plans) for Lot 3 Tamron. Kind Regards Michelle Carey Construction Coordinator

Melissas

Received (Manual Date)

2

Queensland One (Q1) Homes Pty Ltd

P: (07) 3804 6444 F: (07) 3804 6911 E: [email protected] W: www.queenslandonehomes.com.au Unit 24, 28 Burnside Road, Yatala Qld 4207

Come visit our new Display Homes at the Lend Lease Village ‐ Yarrabilba

Please check and verify all dimensions prior toconstruction. All measurments are in millimetersunless shown otherwise. Dimensions as shown Donot scale from the drawing. Any problems should bedirected to the builder for clarification.

Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

COVER PAGE

Rev Date Description Drawing Title:

Sheet:

13.01.14

1 of 13

3TAMRONWDS - 13.01 - E

Unit 24/28 Burnside RdYatala QLD 4207

Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright

Reproduction in whole or partis forbiden without prior written consent

If In doubt... ASK Do not assume

MR & MRS VELLA3 TAMRON DRIVE

MT PLEASANT, QLD 4740ESTATE: BELMORE STAGE: -

B 26.08 3 TAMRON - SITE REVISION

C 28.08 3 TAMRON - LANDSCAPE LAYOUT

D 07.01 3 TAMRON - REV AS PER REQ

A3 - REF TO SHEET Sign:

E 13.01 3 TAMRON - PARTIWALL DETAILS

FOR: MR & MRS VELLA

AT: 3 TAMRON DRIVE MT PLEASENT, QLD 4740

ESTATE: BELMORE ESTATESTAGE:

SP: 256577

DRAWING SCHEDULE

1 - COVER PAGE2 - GENERAL NOTES3 - SUSTAINABLE HOUSING NOTES4 - SITE PLAN5 - FLOOR PLAN6 - ELEVATIONS 1 & 27 - ELEVATIONS 3 & 48 - SECTION A-A9 - ELECTRICAL PLAN10 - SLAB LAYOUT PLAN11 - DETAILS12- PARTIWALL DETAILS13- LANDSCAPE LAYOUT

Queensland One

Construction Plan Stamp

Queensland One

Callout

CLADDING : GRAND PIANO

Queensland One

Callout

DOORS : WOODLAND GREY

Queensland One

Callout

POSTS : WOODLAND GREY


Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

GENERAL NOTES


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GENERAL NOTES:- ALL TIMBER FRAMED WALLS TO WET AREA'S TO BE LINED WITH F.C SHEET- FLOORS TO ALL WET AREA'S TO HAVE FALL TO A FLOOR WASTE- ALL HANDRAILS TO BE 1000mm MIN. ABOVE FINISHED FLOOR (CARPET / TILES ETC.)AND WITH 125mm MAX SPACING BETWEEN BALUSTRADING- W.C'S TO HAVE A MIN. 900mm CLEAR WIDTH- DOORS TO WC'S TO HAVE LIFT OF HINGES FITTED- FIRST FLOOR TIMBER FLOORS TO HAVE AN APPROVED "WET AREA" FLOORING FIXEDIN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS- ALL LAMINATED BEAMS TO HAVE FUL WIDTH BEARING AT EACH END- MASONARY CONSTRUCTION TO AS:3700- TERMITE PROTECTION TO BE IN ACCORDANCE WITH AS:3660 AND SHALL BE APROPRIETARY SYSTEM LIKE "KORDON" OR SIMILAR- ALLUMINIUM SLIDING WINDOWS TO BE U=INSTALLED IN ACCORDANCE WITH AS:1288- INSULATION TO THE EXTERNAL WALLS AND CEILINGS TO BE AS NOTED ON THE PLANS- WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED DIMENSIONSSITE NOTES:- PLATFORM IMMEDIATELY SURROUNDING THE RESIDENCE TO FALL AWAY FROM THERESIDENCE AT A SLOPE OF 1 IN 20 MINIMUM TO A EARTH DRAIN AS INDICATED ON THESITE PLAN- THE SURFACE DRAIN TO DISCHARGE EVENLY WITHIN THE SITE AND WITHOUT NUISANCETO ADJOINING PROPERTIES- CUT AND FILL BATTERS NOT TO EXCEED A MAXIMUM SLOPE OF 1 VERTICAL TO 1 HORIZONTAL- 1000mm MAXIMUM HIGH TIMBER RETAINING WALL WITH 65 DIA AG PIPE (TO DISCHARGE TOSTORMWATER LINE) AND GRANULAR BACKFILL BEHIND AND TO BE WHOLLY CONTAINEDWITHIN THE SITE, ONLY IF INDICATED ON THE SITE PLAN- HEIGHT OF FENCE INCLUDING THE HEIGHT OF THE RETAINING WALLS ARE NOT TOEXCEED 2.0mtrs ABOVE NATURAL GROUND LEVEL, ONLY IF INDICATED ON THE SITE PLAN- DRIVEWAY SLOPE NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL SEE SITE PLAN FORSECTIONAL VIEW OF DRIVEWAY ON SLOPING SITES- DRVEWAY AND FOOTPATH CROSS OVER BY OWNER

ROOFWATER / DRAINAGE NOTES:RAINFALL INTENSITY OF 250mm / hr WITH ARI OF 20 YEARS (BRISBANE)AS PER PART 3.5.2 OF THE B.C.A., THE ROOF AREA PER DOWNPIPE IS CALCULATED USINGTHE STRAMIT QLD. QUAD EAVES GUTTER WITH AN EFFECTIVE CROSS-SECTIONAL AREA OF8100sq.mm. ACHIEVING A MAXIMUM ACTUAL ROOF AREA PER DOWNPIPE OF 50sqm. WHICHGIVES A MAX. PLAN AREA OF 49.8sqm @ 5d, 49.2sqm @ 10d, 48.3sqm @ 15d, 47.0sqm @ 20d,45.3sqm @ 25d & USING 100 X 75mm DOWNPIPES.AS PER PART 3.1.2 OF THE B.C.A. IN ACCORDANCE WITH AS / NZ 3500.3.2, UPVC STORMWATERPIPELINES HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE WITH A FALL OF 1:100 MIN. &A NOMINAL DIAMETER OF 100mm ACHIEVES A HYDRAULIC CAPACITY OF 8L/s, GIVING A MAX.ACTUAL ROOF AREA OF 114.7sqm OR A MAX. PLAN AREA OF 110.2sqm @ 5d, 105.2sqm @ 10d,101.0sqm @ 15d, 97.2sqm @ 20d, 93.2sqm @ 25d PER STORMWATER PIPE.

BRANDING OF STRUCTURAL PLYWOODEACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL HAVE THE FOLLOWING INFORMATION LEGIBLYAFFIXED THERON BY THE MANUFACTURER AT THE POINT OF MANUFACTURE AT LEAST ONCE:(A) THE MANUFACTURERS NAME OR REGISTERED MARK.(B) THE WORD 'STRUCTURAL' OR PRODUCT DESCRIPTION.(C) REFERENCE TO THE STANDARD, ie., AS/NZ 2269.(D) THE GRADE OF OUTER PLIES (FACE FIRST, BACK LAST), eg., CC, CD OR DD. WHERE NON-STANDARDVENEER GRADES ARE USED AS PERMITTED IN CLAUSE 3.4.1(c), BRANDING SHALL INCLUDE ADESCRIPTOR THAT NON-STANDARD VENEER QUALITY HAS BEEN USED IN THE PLYWOOD ASSEMBLY.THIS REQUIREMENT MAY BE MET BY REFERENCE TO A PRODUCT NAME OR DESCRIPTION THATREFERENCES THE NON-STANDARD VENEER QUALITY IN THAT PRODUCTS SPECIFIC MANUFACTURINGSPECIFICATION.(E) THE BOND TYPE OF THE GLUE LINE, i.e., A BOND(F) AN INDICATION OF THE STRESS GRADE OF THE SHEET, e.g., F7(G) THE PANEL CONSTRUCTION CODE e.g., 17-24-7(H) IF IMMUNIZED OR PRESERVATIVE-TREATED, BRANDING IN ACCORDANCE WITH AS/NZ 1604.3.

GIRDER TRUSS NOTE:ALL GIRDER TRUSSES TO BE SUPPORTED BY 3 MGP10 STUDS OF A SIZE COMMON TO THE WALL OR2MGP10 OF A SIZE COMMON TO THE WALL AT EACH SIDE OF AN OPENING IN ADDITION TO THE JAMBSTUDS WHEN THE GIRDER TRUSS IS LOCATED OVER AN OPENING WHICH DOES NOT EXCEED 2460mm INWIDTH UNLESS NOTED OTHERWISE ON THESE DRAWINGS.IF IN THE EVENT THAT THE GIRDER TRUSS LOCATIONS ARE ALTERED, THE BUILDER & OR THE TRUSSMANUFACTURER ARE TO INFORM THIS OFFICE SO THAT AMENDED DRAWINGS CAN BE ISSUED.

BRACING LEGEND:TYPE C - GALVANISED STEEL ANGLE BRACE IN ACCORDANCE WITH A.S. 1684.2-1999 MANUAL, TABLE 8.18,FIGURE (c) = 1.5kN/M

TYPE H - STRUCTURAL PLY SHEET BRACING IN ACCORDANCE WITH A.S. 1684.2-1999 MANUAL, TABLE 8.18,FIGURE (h) = 6.0 kN/M

* PLY BRACING PANELS LESS THAN 900mm LONG TO A MINIMU WIDTH OF 600mm, TO HAVE 1/M12 ROD ATEACH END IN ACCORDANCE WITH A.S. 1684.2-1999 CLAUSE 8.3.6.5PLYWOOD STUDS ATSTRESS GRADE 450CRS F8 7mm THICK PLYWOOD F11 6mm THICK PLYWOOD F14 4mm THICK PLYWOOD F27 4mm THICK PLYWOODPLYWOOD NAILING TYPES & STRENGTHS REFER TO PAA "STRUCTURAL PLYWOOD WALL BRACING" LIMITSTATE DESIGN MANUAL, TABLE 1: MINIMUM FASTENER SPECIFICATION

BRICK PIERS IN ACCORDANCE WITH "BRICK DEVELOPMENT RESEARCH INSTITUTE" CLAY BRICKCONSTRUCTION DETAILS. VOLUME No 1, TABLE 12 = 1.5kN/M IN EACH DIRECTION

M4(B) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4 PRODUCT MANUALTYPE B = 6.0kN/M

M4(C) BRACEBOARD SHEET IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4 PRODUCT MANUALTYPE C = 9.0kN/M

* BRACING PANELS LESS THAN 900mm LONG TO A MINIMUM WIDTH OF 460mm, TO HAVE 1/M12 ROD ATEACH END IN ACCORDANCE WITH AUSTRALIAN HARDBOARDS M4 PRODUCT MANUAL

TYPE E = 6.0kN/M

JHFC JAMES HARDIE FIBRE CEMENT IN ACCORDANCE WITH JAMES HARDIE BRACING FIXING MANUALTABLE 4 = 5.3kN/M

REFERENCE CODES:ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING ACT 1975 - 1991 AND ALL CODESREFERRED THEREIN.PRELIMINARIES:ALL CONSTRUCTION METHODS, MATERIALS & WORKMANSHIP MUST COMPLY WITH THE BUILDING ACTAND SUBSEQUENT AMENDMENTS AND ALL AUST. STD'S REFERRED THEREIN. IT IS THE BUILDERSRESPONSIBILITY TO VERIFY THE CONTENTS OF THIS DOCUMENT BEFORE CONSTRUCTION ISCOMMENCED. WRITTEN MEASUREMENTS ARE TO THE FACE OF TIMBER FRAMING OR THE BRICKWORKAND ARE TO TAKE PRECEDENCE OVER SCALED MEASUREMENTS. ALL LEVELS ARE TO BE VERIFIED ONSITE.CONCRETOR:ALL CONCRETE SHALL COMPLY WITH AS:3600. FOOTINGS AND SLABS SHALL COMPLY WITH AS:2870 - 1986WHERE LOCAL AUTHORITIES REQUIRE SOIL TESTS AND ENGINEERED FOOTING AND SLAB DETAILS,THESE ENGINEER DETAILS TAKE PREFERENCE OVER DRAWN DETAILS WITHIN THIS DOCUMENT.CARPENTER:ALL TIMBER SIZES ARE THE MINIMUM REQUIRED UNDER THE CODES, WALLS ARE 2440mm UNLESSOTHERWISE NOTED. WC DOORS ARE TO BE SWUNG TO OPEN OUT OR BE FITTED WITH LIFT OF HINGES.TIMBER SIZES TO BE AS PER THE TIMBER SIZES TABLE OF THE BRACING PLAN AND THE TIE DOWNDETAILS TO BE AS PER THE TABLE ON THE BRACING PLAN. ROOF TRUSSES TO BE AS PER ENGINEEREDDESIGN BY AUTHORIZED MANUFACTURERS AND SHALL BE FIXED IN ACCORDANCE WITH THEIR DETAILS.TRUSSES TO BE BRACED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.OTHER TRADES:UNLESS OTHERWISE SPECIFIED:THE WALLS SHALL BE SHEETED WITH 10mm GYPROCK AND 6mm VILLA BOARD TO THE WET AREA'S.CEILINGS TO BE SHEETED AS REQUIRED BY THE MANUFACTURER AND THE ROOF TRUSS CENTRES SEETHE MANUFACTURERS DETAILS. CEILING GYPROCK TO BE FIXED DIRECTLY TO THE UNDERSIDE OF THEROOF TRUSS BOTTOM CORD AS REQUIRED BY THE MANUFACTURER. ROOF SHEETING TO BE FIXED ASREQUIRED BY THE MANUFACTURER TO HDW BATTENS. ROOF TILES TO BE FIXED AS REQUIRED BY THEMANUFACTURERS IN RELATION TO THE SPECIFIED WIND RATING. BRICKWORK SHALL BE STRAIGHT,PLUMB AND LEVEL (WITHIN THE CODE FOR BRICKWORK) AND HAVE VENEER TIES AT MAX. 600mmCENTRES BOTH HORIZONTALLY AND VERTICALLY.

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

SUSTAINABLEHOUSING NOTES


Sheet:

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Ph : 07 3804 6444F : 07 3804 6911

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SUSTAINABLE HOUSING REQUIREMENTS:

MEASURE CLASS1 CLASS 2 RENOVATION DUAL FLUSH WC YES YES YES AAA SHOWER YES YES YES LIGHTING YES YES NO HOT WATER YES NO NO PRESS. LIMIT. YES NO NO WATER TANK COUNCIL NO NO

REQUIREMENTS FOR SUSTAINABLE BUILDINGS:FOR NEW CLASS 1 BUILDING AND SOLE-OCCUPANCY UNIT OF A NEW CLASS 2 BUILDING, AND RENOVATEDBATHROOMS IN AN EXISTING CLASS 1 AND A SOLE-OCCUPANCY UNIT OF AN EXISTING CLASS 2 BUILDING.

ACCEPTABLE SOLUTIONS:SHOWER ROSES:SHOWER ROSES TO BE AAA RATING WHEN ASSESSED AGAINST AS/NZ 6400:2004 OR A 3 STAR RATING UNDERTHE WATER EFFIENCY LABELLING SCHEME (WELS)

WATER SUPPLY:IN A SERVICE AREA FOR RETAIL WATER SERVICE UNDER THE WATER ACT 2000, THE WATER SUPPLIED TO ANEW CLASS 1 BUILDING DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZ 3550.1:2003 AND IF THEMAIN WATER PRESSURE EXCEEDS OR COULD EXCEED 500Kpa, A WATER PRESSURE LIMITING DEVICE ISINSTALLED TO ENSURE THAT THE MAXIMUM OPERATING PRESSURE AT THE OUTLOET WITHIN THEBOUNDARIES OF THE PROPERTY DOES NOT EXCEED 500Kpa.

VOLUME OF WATER USED IN A TOILET:IN A NEW CLASS 1 BUILDING AND A SOLE-OCCUPANCY UNIT OF A NEW CLASS 2 BUILDING, AND IN AN EXISTINGCLASS 1 BUILDING OR SOLE-OCCUPANCY UNIT OF AN EXISTING CLASS 2 BUILDING WHERE THE TOILETS AREREPLACED, TOILET CISTERNS TO HAVE DUAL FLUSH CAPABILITY THAT DOES NOT EXCEED 6 LITRES ON FULLFLUSH AND 3 LITRES ON HALF FLUSH.

ENERGY EFFICIENT LIGHTING:IN A NEW CLASS 1 BUILDING AND A SOLE-OCCUPANCY UNIT OF A NEW CLASS 2 BUILDING, FLUORESCENTLIGHTS OR COMPACT FLUORESCENT (CFLs) ARE USED IN 80% OF THE TOTAL AREA OF ALL ROOMS. THE TOTALAREA IS TO INCLUDE THE FLOOR AREA OF THE GARAGE, WHERE THE GARAGE IS ASSOCIATED WITH THECLASS 1 BUILDING OR SOLE - OCCUPANCY UNIT.

HOT WATER SUPPLY:UN A NEW CLASS 1 BUILDING, A HOT WATER SUPPLY IS PROVIDED BY: (a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECIEVE: (1) IN A BUILDING WITH 3 OR MORE BEDROOMS, AT LEAST 22 RENEWABLE ENERGY CERTIFICATES OR (2) IN A BUILDING WITH 1 OR 2 BEDROOMS, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES (b) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING.

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

SITE PLAN


Sheet:

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Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










TAMRON DRIVE

E

101 High Street,Berserker, Qld 4701Tel:07 4928 0044 Fax:07 4926 1286

Email: [email protected] Web: www.cardno.com/CardnoRoadtest

QUEENSLAND ONE HOMES PTY LTDLOT 3 on SP 256 577TAMRON DRIVEMOUNT PLEASANT 4740

CONTOUR & SITE DETAIL PLAN

LOCAL 1:200 A3

CRE18350-C001 A

JVB 21/06/2013

DK 21/06/2013

12/06/2013

FOR CONSTRUCTIONA 21/06/2013 FOR ISSUE JVB DK DKDateRev Description Verif. Appr.Des.Cardno Limited All Rights Reserved.

This document is produced by Cardno Limited solely for the benefit of and use by the client in accordance with the terms of theretainer. Cardno Limited does not and shall not assume any responsibility or liability whatsoever to any third party arising out ofany use or reliance by third party on the content of this document.

TECHNICIAN:

DATE:

DATUM:

ASSUMED R.L.(NOT AHD)

(TBM)

SURVEY LEVELS

M.S.

19/06/2013

TOP OF KERB

10.000

LEGEND:Property Pegs Located

E Electricity TurretT Telstra PitL Light PoleS Sewer Manhole

SW Stormwater ManholeGully Pit

Report No. CRE18350A Page 3 of 3

6,00

0 - O

MP

TO B

DY

6,62

5 - W

ALL

TO B

DY

6,00

0 O

MP

TO B

DY

1,052 - OMP TO BDY

3,000 1,600 3,000

800

9,21

5 - P

RIV

ATE

OPE

N S

PAC

E

10,030 - PRIVATE OPEN SPACE9,949 - PRIVATE OPEN SPACE

10,5

97 -

PR

IVAT

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SPA

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7,600

3,000 1,345 3,000

3,00

0

3,00

0

6,00

0 - B

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B

7,62

5 - G

ARAG

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ALL

TO B

DY1,052 - OMP TO BDY

1,677 - WALL TO BDY

1,500 - BLD SB

1,677 - WALL TO BDY1,053 - OMP TO BDY1,678 - WALL TO BDY

1,678 - WALL TO BDY1,053 - OMP TO BDY

1,500 - BLD SB

9,87

6 - O

MP

TO B

DY

10,4

56 -

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L TO

BD

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6,52

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0

7,10

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LAB

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6,67

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LAB

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6,00

8 - O

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TO B

DY

9,30

9 - W

ALL

TO B

DY

8,64

2 - O

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TO B

DY

2,975 2,975

APPROX HOUSE CONNECTIONPOINT PLOTTED FROM RECORDS

CH 3.000 IL 15.362

1.8 HIGH TIMBERBOUNDARY FENCE


1200 x 1200 PAD TO BE LEVELLED FOR PORTABLE TOILET.EXACT POSITION TO BE DETERMINED ON SITE.

LOT: 3 TAMRON DRIVESP: 256577ESTATE: BELMORE ESTATESTAGE: ---SUBURB: MOUNT PLEASANTLOCAL AUTH: MACKAY REGIONAL COUNCILPARISH: BASSETCOUNTY: CARLISLELAND AREA: 682m2SITE COVERAGE: 44.73% DRIVEWAY AREA: 85.86m2 APPROX TO KERB

►STORMWATER MAN HOLE, JUMP UP CONNECTIONPOINT, AND LINES HAVE BEEN NOTED ON PROPOSEDSITE BUT EXACT LOCATIONS COULD NOT BEDETERMINED. (ASSUMED LOCATIONS ONLY.)

SEWER M/H:- MH 5/10

IL: 14.470

SEWER CONNECTION POINT:-

CH: 3.000 IL: 15.362 STORMWATER M/H:- MH 3/1 HOUSE CONNECTION STUB PROVIDED

PROPOSED BUILDING ENVELOPE - APPROXIMATES ONLYCUT: 0.450 FILL: 0.450PAD RL: 10.65SLAB RL: 10.95

►POSSIBLE RELAXATION REQUIRED► 1,052 - OMP TO BOUNDARY AT L/H SIDE - TO LOT 2 ► 1,053 - OMP TO BOUNDARY AT R/H SIDE - TO LOT 4

LOT 2

EXISTING FENCE BEHIND BOUNDARY LINE

20.047

33.4

00

34.7

72

20.000

LOT 4

DRIVEWAY IS TO BE FINISHED AS REQUIREDBY LOCAL COUNCIL AUTHORITIES AND SHALL

BE EXPOSED AGGREGATE AS PERSTANDARDS.

IT SHALL NOT EXCEED A GRADIENT OF 1 IN 4.

► ROOF WATER IS TO BE RUN TOHOUSE CONNECTION POINT STUB

PROVIDED USING 2 X 100mm DIA PIPE

TIMBER FENCE WITH SINGLEGATE ACCESS


DRIVEWAY

◄

▼

▼

▼

▼

►

►

► ►

FOLDUPWASHING LINE.

POSITION - T.B.C.

FOLDUPWASHING LINE.

POSITION - T.B.C.►

YARDGULLY

YARDGULLY

YARDGULLY

►

►

►

▼

▼

►

PROPOSEDBIN STORAGE AREA


HWSHWS

APPROX FILL LINE

APPROX CUT LINE

APPROX FILL LINE

APPROX CUT LINE

PRIVATE OPENSPACE -95.45m2


ALFRESCO

ALF

RE

SC

O

ALFRESCO

ALF

RE

SC

O

PROPOSEDLETTERBOX LOCATION




ALFRESCO

ALF

RE

SC

O

ALFRESCO

ALF

RE

SC

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PROPOSED NEW DWELLING

LOT 3305.08m2

MH 5/1014.474

MH 3/1

1.8

HIG

H T

IMBE

R F

ENC

E

11.0

11.0

10.75

10.75

10.50

10.50

10.25

10.25

10.00

10.00

WM WM

SITE PLAN1:2001

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

GROUND FLOOR


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LID

ER BE

D 3

BE

D 1

RO

BE

ALF

RE

SC

O

GA

RA

GE

LOU

NG

E

BATH

WC

BE

D 2

EN

S

LAU

ND

RY

820

720

15-0

6 A

SW

DIN

ING

PATI

O

KIT

CH

EN

21-16 SLIDER

ROBE

21-21 SLIDER

ROBE820

820

820

720

820

15-0

6 A

SW

12-18 ASW12-15 ASW12-18 ASW18-06 ASW18-06 ASW10-06 ASW

MH

MH

UN

IT 1

: -

AR

EAS:

LIV

ING

=

11

7.40

m²

GA

RA

GE

=

23

.51m

²A

LFR

ES

CO

=

9.00

m²

PATI

O =

2.64

m²

TOTA

L =

15

2.55

m²

TOTA

L D

UPL

EX A

REA

: -

= 30

5.10

m²

DP

DP

DP

DP

DP

DP

DP

DP

820

LIN

EN

21-1

5 S

LID

ER

LAU

ND

RY

820

KIT

CH

EN

300m

m D

EE

PH

AM

PE

R

300m

m D

EE

PH

AM

PE

R30

0mm

DE

EP

HA

MP

ER

2 X

1,20

0 H

IGH

PLA

STE

R O

PE

NIN

GW

ITH

300

mm

DE

EP

HA

MP

ER

SQ S

ET H

ALF

FEAT

UR

E W

ALL

2 X

1,20

0 H

IGH

PLA

STE

R O

PE

NIN

GW

ITH

300

mm

DE

EP

HA

MP

ER

SQ S

ET H

ALF

FEAT

UR

E W

ALL

10-1

2 A

SW

15-0

6 A

SW

15-0

6 A

SW

12-18 ASW

86mm STEP DOWN TO GARAGE

LOAD BEARING WALL

86mm STEP DOWN TO GARAGE

LOAD BEARING WALLLO

AD B

EAR

ING

WAL

L

LOAD

BEA

RIN

G W

ALL

LOAD

BEA

RIN

G W

ALL

LOAD

BEA

RIN

G W

ALL

LOAD

BEA

RIN

G W

ALL

LOAD

BEA

RIN

G W

ALL

ALFRESCO SLAB

ALFRESCO SLAB

ALF

RE

SC

O S

LAB

ALF

RE

SC

O S

LAB

PAR

TIW

ALL

SYST

EM

PAR

TIW

ALL

SYST

EM

DS

D21

24 X

0

PARTIWALL SYSTEMPARTIWALL SYSTEM

STO

RA

GE

STO

RA

GE

ALF

RE

SC

O S

LAB

ALF

RE

SC

O S

LAB

UN

IT 2

: -

AR

EAS:

LIV

ING

=

11

7.40

m²

GA

RA

GE

=

23

.51m

²A

LFR

ES

CO

=

9.00

m²

PATI

O =

2.64

m²

TOTA

L =

15

2.55

m²

UN

IT 1

UN

IT 2

PATI

O S

LAB

PATI

O S

LAB

PATIO SLAB

PATIO SLABE

NG

PIE

R

EN

GP

IER

EN

GP

IER

NO

TE:-

ALF

RES

CO

SLA

B T

O B

EPO

UR

ED W

ITH

MA

IN H

OU

SE S

LAB

.

WW

PANTRY

DW

PANTRY

DW

GR

OU

ND

FLO

OR

PLA

N1:

100

2

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

ELEVATION 1 & 2


Sheet:

13.01.14

6 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










2,44

0

3,99

0

6,13

0

450

SELECTED COLOURBONDGUTTER AND FASCIA.

SELECTED COLOURBONDROOF SHEET INSTALLED AS PER

MANUFACTURERS SPECIFICATIONS

FRAMED ALUMINIUM WINDOWS INSTALLEDAS PER MANUFACTURES SPECIFICATIONS

FEATURE LINEA BOARD CLADDING WITH EXPOSED BRICK SILL AS PER SELECTED COLOUR SCHEME. 112 X 112mm TIMBER POSTS

EAVES OVERHANG MEASURED FROMFACE OF BRICKWORK OR COLUMN TO

REAR OF FASCIA AND LINED 4.5mm F/C SHEETING.

THE EXTERNAL WALLS TO BE 230mm EXPOSED BRICK VENEER

DOWN PIPES TO BESELECTED 100 x 75 COLOURBOND

710 x 470 ENGAGED PIER

22.5°

HWS

EAVES

2,44

0

2,52

6

6,13

0

3,76

0

450

SELECTED 2100H X 2400WPANEL LIFT DOOR TO GARAGE

FEATURE ENTRY COLUMNSWITH PORCELAIN TILES AND TRIMS.

FEATURE LINEA BOARD CLADDING WITH EXPOSED BRICK SILL AS PER SELECTED COLOUR SCHEME.



EAVES OVERHANG MEASUREDFROM FACE OF BRICKWORK OR

COLUMN TO REAR OF FASCIA ANDLINED 4.5mm F/C SHEETING.

F/C SHEET OVER GARAGE DOORS

22.5°

HWSHWS

EAVES

GA

RA

GE

CE

ILIN

G H

EIG

HT

SECURITY SCREEN TO FRONT DOOR

ELEVATION 11:1003

ELEVATION 21:1004

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

ELEVATIONS 3 & 4


Sheet:

13.01.14

7 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










2,44

0

450

3,76

0

6,13

0

3,99

0

FRAMED ALUMINIUM WINDOWS INSTALLEDAS PER MANUFACTURES SPECIFICATIONS

FEATURE LINEA BOARD CLADDING WITH EXPOSED BRICK SILL AS PER SELECTED COLOUR SCHEME.







DOWN PIPES TO BESELECTED 100 x 75 COLOURBOND

112 X 112mm TIMBER POSTS


22.5°

HWS

EAVES

2,44

0

6,13

0

3,99

0

450

112 X 112mm TIMBER POSTSTHE FLOOR SLAB TAS PER ENGINEERS SPECIFICATIONS

THE EXTERNAL WALLS TO BE230mm EXPOSED BRICK VENEER






22.5°

HWSHWS

EAVES

ELEVATION 31:1005

ELEVATION 41:1006

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

SECTION AA


Sheet:

13.01.14

8 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










450

2,44

0

EXTERNALWALLS WITH

SARKING FITTEDAS PER

CATEGORY 2ACOUSTICS AND

WALLINSULATION


MANUFACTURERS SPECIFICATIONSWITH SARKING UNDER.




HWSHWS

22.5°

LOAD

BEA

RIN

G W

ALL

PAR

TIW

ALL

SYST

EM

90mm COVE CORNICE 90mm COVE CORNICE

2 X 1,200 HIGH PLASTER OPENINGWITH 300mm DEEP HAMPER

SQ SET HALF FEATURE WALL

LOUNGEDOOR TOENSUITE

BED 1 ROBE HALL2 X 1,200 HIGH PLASTER OPENING

WITH 300mm DEEP HAMPERSQ SET HALF FEATURE WALL

LOUNGE DOOR TOENSUITE

BED 1ROBEHALL

EAVES

INSULATION BATTS TO CEILING CAVITY AS PER INCLUSIONS

70mm TREATED PINE WALL FRAMES LINED WITH 10mmPLASTERBOARD AND 6mm F/C SHEETING TO WET AREAS

AS REQUIRED.

PARTIWALL SYSTEM TO BE INSTALLED AS PER MANUFACTURES SPECIFICATIONS

THE FLOOR SLAB TO BE AS PERENGINEERS SPECIFICATIONS

KORDON OR SIMILAR PHYSICAL BARRIER TO PERIMETER CAVITY

WALLS

10mm PLASTER LINED CEILING FIXEDDIRECTLY TO BOTTOM CORD OF ROOF TRUSSES.

ENGINEER DESIGNED TIMBER ROOF TRUSSES AT 600mmSPACING INSTALLED AS PER MANUFACTURERS SPECIFICATIONS

AND SHALL HAVE A PITCH OF 22.5°


SECTION AA1:507

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

ELECTRICALLAYOUT


Sheet:

13.01.14

9 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










F F

HWS

AC

HWS

MHMH

LOAD

BEA

RIN

G W

ALL

LOAD

BEA

RIN

G W

ALL

LOAD BEARING WALL

LOAD BEARING WALL

LOAD BEARING WALL

LOAD BEARING WALL

LOAD BEARING WALL

LOAD BEARING WALL

NO

TES:

ALL

GPO

'S T

O B

E @

300

mm

ABO

VE F

LOO

R L

EVEL

UN

LESS

ABO

VE T

HE

BEN

CH

WH

ERE

THEY

SH

ALL

BE @

105

0mm

ABO

VE F

LOO

R L

EVEL

WIT

HTH

E EX

CEP

TIO

N O

F TH

E FR

IDG

E, D

ISH

WAS

HER

AN

D R

ANG

E H

OO

D P

OIN

TS T

HAT

SH

ALL

BE L

OC

ATED

WH

ERE

REQ

UIR

ED T

O S

UIT

TH

E AP

PLIA

NC

E.

IN C

EILI

NG

DO

UBL

E G

PO T

O B

E LO

CAT

ED N

EAR

MAN

HO

LE A

CC

ESS.

- PO

WER

SO

UR

CE

TO A

LAR

M B

OX

AND

TV

ANTE

NN

A BO

OST

ER IF

REQ

UIR

ED.

LIG

HT

SWIT

CH

ES T

O B

E @

135

0mm

ABO

VE F

LOO

R L

EVEL

.80

% O

F LI

GH

TIN

G T

O B

E EN

ERG

Y EF

FIC

IEN

T.

HO

T W

ATER

TO

BE

EITH

ER G

AS, H

EAT

PUM

P O

R S

OLA

R. C

ON

FIR

M W

ITH

TH

E BU

ILD

ER W

HIC

H H

AS B

EEN

SEL

ECTE

D.

CO

OKT

OP

TYPE

TO

BE

INST

ALLE

D. C

ON

FIR

M W

ITH

TH

E BU

ILD

ER T

HE

POW

ER N

EED

S FO

R T

HE

SELE

CTE

D C

OO

K TO

P.

DOUBLE GPO

SINGLE GPO

STANDARD BATTEN HOLDER

1200mm FLOURO

DOWNLIGHT

SMOKE DECTECTOR

CEILING FAN WITH LIGHT

TELEPHONE POINT

TV POINT

HWS HOT WATER SERVICE

SYMBOL DESCRIPTIONT.B.C. ON SITE

METRE BOX

ROUND FLURO

WALL MOUNTED LIGHT

SPOT LIGHT

EXHAUST FAN / LIGHT COMBO

CEILING FAN ONLY

ICIN CEILING DOUBLE GPO

ISISOLATION SWITCH

WALL MOUNTEDINSTANTANEOUS NATURALGAS HWU

DATA POINT

HILLS HUB BOX

T.B

.C. O

N S

ITE

EXTE

RN

AL A

/C U

NIT

LOC

ATIO

N

IC

AC

EXTERNAL A/C UNITLOCATION

AC

EXTE

RN

AL A

/C U

NIT

LOC

ATIO

N

IC

AC

EXTERNAL A/C UNITLOCATION

PAR

TIW

ALL

SYST

EMPA

RTI

WAL

L SY

STEM

ISIS

IS IS

COMBINATION HEAT/FAN/LIGHTIN

TER

NA

LS

UB

BO

AR

D

INTERNAL SUB BOARDINTERNAL

SUB BOARD

W W

PAN

TRY

DW

PAN

TRY

DW

ELECTRICAL LAYOUT1:1008

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

SLAB LAYOUT


Sheet:

13.01.14

10 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










160

3,00

0

900

3,21

02,

734

100

166

1,65

016

06,

070

1,88

516

0

7535

01,

460

16,645

800 3,620 1,160 7,085 1,160 3,620 800

160 3,300 160 1,160160

70 6,625 70160

1,160 160 3,300 160

1,585 3,002 230 3,002 1,585

1,160 350 75 75 350 1,160

16,645

800 160 5,045 6,235 5,045 160 800

2,762 710 2,762

166 100 2,709 285 2,709 100 166

160

2,400 1,045 2,400

650

160

650

160

6,88

0

20,5

60

160

17,2

4016

02,

530

470

ALL SETOUT DIMENSIONS ARE TAKEN FROMTHE OUTSIDE FACE OF THE BRICKWORK.

THIS PLAN IS TO BE READ IN CONJUNCTIONWITH THE ENGINEERS DRAWINGS

SINK

WC

TUB

BATH

FW SHR

FW

SLAB REBATE

MAIN SLAB

GARAGE SLAB

NOTE:- ENTRY COLUMN ANDALFRESCO TIMBER POST TO HAVEREQUIRED FOOTING AND SLAB PAD ASPER SUPPLIED COLUMN DIMENSIONSAND ARE TO BE AS PER ENGINEERSSPECIFICATIONS.

NOTE:- ENTRY COLUMN ANDALFRESCO TIMBER POST TO HAVEREQUIRED FOOTING AND SLAB PAD ASPER SUPPLIED COLUMN DIMENSIONSAND ARE TO BE AS PER ENGINEERSSPECIFICATIONS.

SHR

WC

BASIN

SINK

WC

TUB

BATH

FWSHR

FW

SHR

WC

BASIN

ALF

RE

SC

O S

LAB

PATI

O S

LAB

PATIO SLAB PATIO SLAB

ALFRESCO SLAB

GARAGE DOOROPENING

GARAGE DOOROPENING

NOTE:- ALFRESCO SLAB TO BEPOURED WITH MAIN HOUSE SLAB.

24,195

86mmSTEP DOWN

86mmSTEP DOWN

SLAB PLAN1:1009

SLAB NOTES:THE SLAB TO BE AS REQUIRED BY THEENGINEERS AND SHALL READ FROMTHEIR DRAWINGS ASWELL AS THE LAYOUT.

THE PLUMBER TO ENSURE THEYLOCATE THE SUB-FLOOR PLUMBING INRELATION TO THE FINISHEDREQUIRED LOCATION. CONFIRMATIONWITH THE PLUMBER TO THESELECTED FITTINGS TO BE THEPLUMBERS RESPONSIBILITY.

0.2 POLYTHENE MEMBRANE LAPPED200mm MIN. AND SEALED AT ALLJOINTS AND PENETRATIONSWITH AN APPROVED TAPE. 50mm MINSAND BED.

INSTALL A PHYSICAL TERMITEBARRIER TO ALL NEW WORK.PROPRIETARY SYSTEM TO BEKORDONOR SIMILAR IN ACCORDANCE WITHAS:3660

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

DETAILS


Sheet:

13.01.14

11 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










350

1,03

050

350 75

150

SLAB DESIGN AS PERENGINEERS REQUIREMENTS.

PATIO SLAB TO BE POURED SEPARATEFROM MAIN SLAB

GALVANISED T - POST BRACKET

COMMON BRICKWORK

SELECTED TILE TO PIER

SLOPED TILE BED

140 x 140 PRIMED TIMBER POST

DOME HEAD NUTS ONTHREADED RODS

FOOTING AS PER ENGINEERS REQUIREMENTS

D1 - ENTRY COLUMN1:2010

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

PARTIWALLDETAILS


Sheet:

13.01.14

12 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










285

110 2025

20 110

EXTERNAL 230mm BRICK WALL

285mm BRICK WALL WITH 65mmCAVITY FOR SHAFTLINER PANEL

SHAFTLINER PANEL TO CONTINUE THROUGHALFRESCO AREA TO ENGAGED PIER

90mm INTERNAL FRAMETO PARTIWALL SYSTEM

70mm EXTERNAL FRAME


SHAFTLINER PANEL TO CONTINUE THROUGHALFRESCO AREA TO ENGAGED PIER

CONTINUOUS PARTIWALL TRACKFASTEN TO SLAB AT 600 CTRS

ALFRESCO SLAB TOBE POURED WITH MAIN

HOUSE SLAB


SELECTED COLOURBOND ROOF SHEET INSTALLEDAS PER MANUFACTURERS SPECIFICATIONS.

ENGINEER DESIGN TIMBER TRUSSES INSTALLED AS PER MANUFACTURERS SPECIFICATION AND SHALL HAVE A

ROOF PITCH OF 22.5°

EXTERNAL 230mm BRICK WALL

SHAFTLINER PANEL WITH ADDITIONAL LAYER OF FIRESTOP LAMINATED TO SHAFLINER

(ROOF SPACE ONLY)

CONTINUOUS COMPRESSED PARTIWALLBATT BETWEEN PARTIWALL/TRUSS AND

UNDERSIDE OF SHEET ROOF.

BEAM TO ALFRESCO STEEL POSTAND ENGAGED PIER

D2 - PARTIWALL SYSTEM1:2011

PARTIWALL TO SLAB1:2012

PARTIWALL TO CEILING1:2013

Queensland One



Scale:

Date:

Project No:

Clients Details:

Cad Draftsmen: JM

LANDSCAPELAYOUT


Sheet:

13.01.14

13 of 13



Ph : 07 3804 6444F : 07 3804 6911

QBSA Lic 1184670

C Copyright










TAMRON DRIVE

E

101 High Street,Berserker, Qld 4701Tel:07 4928 0044 Fax:07 4926 1286

Email: [email protected] Web: www.cardno.com/CardnoRoadtest

QUEENSLAND ONE HOMES PTY LTDLOT 3 on SP 256 577TAMRON DRIVEMOUNT PLEASANT 4740

CONTOUR & SITE DETAIL PLAN

LOCAL 1:200 A3

CRE18350-C001 A

JVB 21/06/2013

DK 21/06/2013

12/06/2013

FOR CONSTRUCTIONA 21/06/2013 FOR ISSUE JVB DK DKDateRev Description Verif. Appr.Des.Cardno Limited All Rights Reserved.

This document is produced by Cardno Limited solely for the benefit of and use by the client in accordance with the terms of theretainer. Cardno Limited does not and shall not assume any responsibility or liability whatsoever to any third party arising out ofany use or reliance by third party on the content of this document.

TECHNICIAN:

DATE:

DATUM:

ASSUMED R.L.(NOT AHD)

(TBM)

SURVEY LEVELS

M.S.

19/06/2013

TOP OF KERB

10.000

LEGEND:Property Pegs Located

E Electricity TurretT Telstra PitL Light PoleS Sewer Manhole

SW Stormwater ManholeGully Pit

Report No. CRE18350A Page 3 of 3

1,052 - OMP TO BDY

APPROX HOUSE CONNECTIONPOINT PLOTTED FROM RECORDS

CH 3.000 IL 15.362



LOT 2

EXISTING FENCE BEHIND BOUNDARY LINE

20.047

33.4

00

34.7

7220.000

LOT 4

DRIVEWAY IS TO BE FINISHED AS REQUIREDBY LOCAL COUNCIL AUTHORITIES AND SHALL

BE EXPOSED AGGREGATE AS PERSTANDARDS.

IT SHALL NOT EXCEED A GRADIENT OF 1 IN 4.

► ROOF WATER IS TO BE RUN TOHOUSE CONNECTION POINT STUB

PROVIDED USING 2 X 100mm DIA PIPE



DRIVEWAY

◄

▼

▼

▼

▼

►

►

► ►

FOLDUPWASHING LINE.

POSITION - T.B.C.

FOLDUPWASHING LINE.

POSITION - T.B.C.

►

YARDGULLY

YARDGULLY

YARDGULLY

►

►

►

▼

▼

►



LOT: 3 TAMRON DRIVESP: 256577ESTATE: BELMORE ESTATESTAGE: ---SUBURB: MOUNT PLEASANTLOCAL AUTH: MACKAY REGIONAL COUNCILPARISH: BASSETCOUNTY: CARLISLELAND AREA: 682m2SITE COVERAGE: 44.73% DRIVEWAY AREA: 85.86m2 APPROX TO KERB

LEGEND:-

- TURF AREA - APPROX 262.83m2

- EXPOSED AGREGATE DRIVEWAY APPROX - 85.86m2 TO KERB

- 20-75mm RIVER ROCK APPROX 44.24m2

- GARDEN BED - APPROX 11.83m2

- PLANT - AS APPROVED SPECIES



HWSHWS



WATER METRELOCATION

PROPOSED NEW DWELLING

LOT 3305.08m2

MH 5/1014.474

MH 3/1

1.8

HIG

H T

IMBE

R F

ENC

E

LANDSCAPE LAYOUT1:20015

Queensland One


erin dunn - city of mackay · type h - structural ply sheet bracing in accordance with a.s....

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