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1
Melissa Pitt
From: Erin Dunn <Erin@gmacert.com.au>Sent: Wednesday, 15 January 2014 3:06 PMTo: Development Services; Shane KleveCc: info@queenslandonehomes.com.auSubject: 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 erin@gmacert.com.au www.gmacert.com.au
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From: Michelle Carey [mailto:info@queenslandonehomes.com.au] 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
2
Queensland One (Q1) Homes Pty Ltd
P: (07) 3804 6444 F: (07) 3804 6911 E: info@queenslandonehomes.com.au 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
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
GENERAL NOTES
Rev Date Description Drawing Title:
Sheet:
13.01.14
2 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
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.
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
SUSTAINABLEHOUSING NOTES
Rev Date Description Drawing Title:
Sheet:
13.01.14
3 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
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.
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
SITE PLAN
Rev Date Description Drawing Title:
Sheet:
13.01.14
4 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
TAMRON DRIVE
E
101 High Street,Berserker, Qld 4701Tel:07 4928 0044 Fax:07 4926 1286
Email: cardnoroadtest.engineering@cardno.com.au 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
E O
PEN
SPA
CE
7,600
3,000 1,345 3,000
3,00
0
3,00
0
6,00
0 - B
LD S
B
7,62
5 - G
ARAG
E W
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 -
WAL
L TO
BD
Y
6,52
4 - O
MP
TO B
DY 3,00
0
7,10
4 - A
LF S
LAB
TO B
DY
6,67
5 - A
LF S
LAB
TO B
DY
6,00
8 - O
MP
TO B
DY
9,30
9 - W
ALL
TO B
DY
8,64
2 - O
MP
TO B
DY
2,975 2,975
APPROX HOUSE CONNECTIONPOINT PLOTTED FROM RECORDS
CH 3.000 IL 15.362
1.8 HIGH TIMBERBOUNDARY FENCE
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
TIMBER FENCE WITH SINGLEGATE ACCESS
DRIVEWAY
◄
▼
▼
▼
▼
►
►
► ►
FOLDUPWASHING LINE.
POSITION - T.B.C.
FOLDUPWASHING LINE.
POSITION - T.B.C.►
YARDGULLY
YARDGULLY
YARDGULLY
►
►
►
▼
▼
►
PROPOSEDBIN STORAGE AREA
PROPOSEDBIN STORAGE AREA
HWSHWS
APPROX FILL LINE
APPROX CUT LINE
APPROX FILL LINE
APPROX CUT LINE
PRIVATE OPENSPACE -95.45m2
PRIVATE OPENSPACE -101.88m2
ALFRESCO
ALF
RE
SC
O
ALFRESCO
ALF
RE
SC
O
PROPOSEDLETTERBOX LOCATION
PROPOSEDLETTERBOX LOCATION
PRIVATE OPENSPACE -95.45m2
PRIVATE OPENSPACE -101.88m2
ALFRESCO
ALF
RE
SC
O
ALFRESCO
ALF
RE
SC
O
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
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
GROUND FLOOR
Rev Date Description Drawing Title:
Sheet:
13.01.14
5 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
F
F
D1
PIE
R
D2
WAL
L
160
112
2,70
328
52,
703
112
160
16,6
45
800
3,62
01,
160
3,42
823
03,
427
1,16
03,
620
800
230
3,16
023
01,
160
230
3,18
026
53,
180
230
1,16
023
03,
160
230
701,
480
703,
180
109020 8
1720 90 103,
180
701,
480
701,
720
701,
370
2,74
070
830
701,
000
1,72
070
950
3,64
01,
000
1,71
070
1,40
01,
400
701,
710
1,00
03,
640
3,04
070
530
1,58
53,
002
230
3,00
21,
585
1,16
035
075
3,00
23,
002
7535
01,
160
20,560
2303,000702,440703,000703,500901,150703,640230
530701,8401,820701,1101,100702,330
230770230
580230
1,1901,50070870
753501,460
9003,2102,530470
2,728112160
800
5,20
52,
975
285
2,97
55,
205
800
230
7,96
026
57,
960
230
3,64
070
1,00
03,
250
109065
90 103,
250
1,00
070
3,64
0
3,04
070
530
210
3,04
03,
040
210
530
703,
040
810
600
650
600
600
600
600
650
600
810
20,560
1,0002306,810701,610704,1902103,1402303,000
53070
1,0107102,980500
9003,2102,728112160
1,000810230
753501,460
1,00
01,
000
1,00
01,
000
701,
370
701,
720
1,00
07083
070
2,74
0
7095
070
1,72
0
530
703,
040
5,20
56,
235
5,20
5
2,97
528
52,
975
2,530470
1,885
1,885
16,6
45
2,76
271
02,
762
110
490
110
3,000
AA
AA
E/2
E/3
E/1
E/4
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
AJ
2 - 7
5 x
75 S
TEE
L P
OS
TS IN
SID
E71
0 x
470
EN
GA
GE
D P
IER
.
SHAF
TLIN
ER P
ANEL
TO
CO
NTI
NU
E T
HR
OU
GH
TO E
NG
AG
ED
PIE
R
HW
S
21-2
4 PA
NEL
LIF
T D
OO
R
720
CS
D
21-2
4 PA
NEL
LIF
T D
OO
R
LIN
EN
720
CS
D
300m
m D
EE
PH
AM
PE
R
HW
S
21-1
6 S
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
820
720
DIN
ING
PATI
O
21-16 SLIDER
ROBE
21-21 SLIDER
ROBE 820
820
820
720
820
DS
D21
24 X
0
12-15 ASW12-18 ASW18-06 ASW18-06 ASW10-06 ASW
10-1
2 A
SW
21-1
5 S
LID
ER
21-1
6 S
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
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
ELEVATION 1 & 2
Rev Date Description Drawing Title:
Sheet:
13.01.14
6 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
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.
SELECTED COLOURBONDROOF SHEET INSTALLED AS PER
MANUFACTURERS SPECIFICATIONS
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
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
ELEVATIONS 3 & 4
Rev Date Description Drawing Title:
Sheet:
13.01.14
7 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
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.
SELECTED COLOURBONDGUTTER AND FASCIA.
SELECTED COLOURBONDROOF SHEET INSTALLED AS PER
MANUFACTURERS SPECIFICATIONS
EAVES OVERHANG MEASUREDFROM FACE OF BRICKWORK OR
COLUMN TO REAR OF FASCIA ANDLINED 4.5mm F/C SHEETING.
THE EXTERNAL WALLS TO BE 230mm EXPOSED BRICK VENEER
DOWN PIPES TO BESELECTED 100 x 75 COLOURBOND
112 X 112mm TIMBER POSTS
710 x 470 ENGAGED PIER
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
SELECTED COLOURBONDROOF SHEET INSTALLED AS PER
MANUFACTURERS SPECIFICATIONS
EAVES OVERHANG MEASUREDFROM FACE OF BRICKWORK OR
COLUMN TO REAR OF FASCIA ANDLINED 4.5mm F/C SHEETING.
710 x 470 ENGAGED PIER
22.5°
HWSHWS
EAVES
ELEVATION 31:1005
ELEVATION 41:1006
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
SECTION AA
Rev Date Description Drawing Title:
Sheet:
13.01.14
8 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
450
2,44
0
EXTERNALWALLS WITH
SARKING FITTEDAS PER
CATEGORY 2ACOUSTICS AND
WALLINSULATION
SELECTED COLOURBONDROOF SHEET INSTALLED AS PER
MANUFACTURERS SPECIFICATIONSWITH SARKING UNDER.
EAVES OVERHANG MEASUREDFROM FACE OF BRICKWORK OR
COLUMN TO REAR OF FASCIA ANDLINED 4.5mm F/C SHEETING.
SELECTED COLOURBONDGUTTER AND FASCIA.
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°
THE EXTERNAL WALLS TO BE 230mm EXPOSED BRICK VENEER
SECTION AA1:507
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
ELECTRICALLAYOUT
Rev Date Description Drawing Title:
Sheet:
13.01.14
9 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
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
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
SLAB LAYOUT
Rev Date Description Drawing Title:
Sheet:
13.01.14
10 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
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
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
DETAILS
Rev Date Description Drawing Title:
Sheet:
13.01.14
11 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
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
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
PARTIWALLDETAILS
Rev Date Description Drawing Title:
Sheet:
13.01.14
12 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
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
285mm BRICK WALL WITH 65mmCAVITY FOR SHAFTLINER PANEL
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
285mm BRICK WALL WITH 65mmCAVITY FOR SHAFTLINER PANEL
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
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
LANDSCAPELAYOUT
Rev Date Description Drawing Title:
Sheet:
13.01.14
13 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
TAMRON DRIVE
E
101 High Street,Berserker, Qld 4701Tel:07 4928 0044 Fax:07 4926 1286
Email: cardnoroadtest.engineering@cardno.com.au 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
1.8 HIGH TIMBERBOUNDARY FENCE
1.8 HIGH TIMBERBOUNDARY FENCE
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
TIMBER FENCE WITH SINGLEGATE ACCESS
TIMBER FENCE WITH SINGLEGATE ACCESS
DRIVEWAY
◄
▼
▼
▼
▼
►
►
► ►
FOLDUPWASHING LINE.
POSITION - T.B.C.
FOLDUPWASHING LINE.
POSITION - T.B.C.
►
YARDGULLY
YARDGULLY
YARDGULLY
►
►
►
▼
▼
►
PROPOSEDBIN STORAGE AREA
PROPOSEDBIN STORAGE AREA
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
- PLANT - AS APPROVED SPECIES
- PLANT - AS APPROVED SPECIES
HWSHWS
PROPOSEDLETTERBOX LOCATION
PROPOSEDLETTERBOX LOCATION
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