Original source · versioned page text
Attachment 1A - Site Plan and Perspectives
Attached to the e-mail Development Application MCU - 226 David Low Way Peregian Beach-Site Plan & Perspectives(Email 3).
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnPEREGIAN BEACH VILLAS 226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD, NOTES SITE SUMMARY SITE COVER UNIT 1 = 52.5M2 UNIT 2 = 53.5M2 UNIT 3 = 52.5M2 UNIT 4 = 63M2 UNIT 5 = 48.0M2 UNIT 6 = 52.5M2 UNIT 7 = 52.5M2 UNIT 8 = 52.5M2 UNIT 9 = 52.5M2 TOTAL = 479.5M2 TOTAL G.F.A. UNIT 1 = 56M2 UNIT 2 = 70M2 UNIT 3 = 56M2 UNIT 4 = 85M2 UNIT 5 = 50M2 UNIT 6 = 56M2 UNIT 7 = 56M2 UNIT 8 = 56M2 UNIT 9 = 56M2 TOTAL = 541M2 AREAS GENERAL NOTES CONTRACTOR TO CONFIRM ALL DIMENSIONS, LEVELS AND GENERAL PROTECTION FROM TERMITES IS TO BE INSTALLED IN ACCORDANCE ALL BUILDING WORK SHALL COMPLY WITH THE BCA, LOCAL GROUND FLOOR ......... m2 SITE CONDITIONS INCLUDING LOCATION OF EXISTING SERVICES ON WITH AS3660.1-2000. AND PART 3.1.3 OF THE BCA. AUTHORITY REGULATIONS & ALL RELEVANT AUSTRALIAN FIRST FLOOR .........m2 SITE PRIOR TO THE COMMENCEMENT OF ANY WORKS. STANDARDS. STAIRS, HANDRAILS AND BALUSTRADES TO BE IN ACCORDANCE BALCONY .........m2 DRAWINGS TO BE READ IN ASSOCIATION WITH SPECIFICATION AND WITH THE B.C.A. REFER LANDSCAPE ARCHITECT PLANS FOR LANDSCAPE WORKS DOUBLE GARAGE .........m2 SCHEDULES OF FINISHES. ALUMINIUM WINDOWS TO BE IN ACCORDANCE WITH AS2047 AND SMOKE ALARMS ARE TO BE HARDWIRED AND IN ACCORDANCE WITH ALFRESCO .........m2 DIMENSIONS TAKE PRECEDENCE OVER SCALE. AS2048 AND CLEAR GLAZING IN ACCORDANCE WITH AS1288 AND AS3788 & PART 3.72 OF THE BCA TOTAL AREA PER UNIT .........m2 AS2208 AND THE DESIGN CONDITIONS AS NOMINATED. DO NOT SCALE FROM DRAWINGS. REFER ANY DISCREPANCIES CONCEAL ALL VENT PIPES AND WASTE PIPES WITHIN WALL FRAMING Collins Developments DIRECTLY TO THE SUPERINTENDENT. BUILDER IS RESPONSIBLE FOR WATERTIGHTNESS OF THE BUILDING HINTON STEEL FRAMES AND MUST PROVIDE FLASHING, SARKING REQUIRED TO PREVENT MAX BUILDING HT ABOVE NATURAL GROUND LINE IS TO BE 8500 mm 16 Computer Road Yatala REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOOTINGS, THE ENTRY OF MOISTURE INTO THE BUILDING. AND IN ACCORDANCE WITH BBC DEVELOPMENT APPROVAL Gold Coast SLAB AND WALL DETAILS AND SIZING OF STRUCTURAL MEMBERS. REQUIREMENTS qld australia 4207 WATERPROOFING TO WET AREAS IN ACCORDANCE WITH SECTION telephone REFER TO SPECIFICATION FOR RELEVANT AUSTRALIAN STANDARDS. 3.8.1 OF THE B.C.A AND AS 3740 SET DOWN FLOOR JOISTS TO ALL UPPER LEVEL BATHROOMS / WET (617) 3287 3398 facsimilie AREAS FOR FLUSH FLOOR FINISH BETWEEN POLISHED TIMBER (617) 3382 7656 FLOORS AND TILED FLOORS - REFER STRUCTURAL ENG DRAWINGS email: [email protected] FOR MEMBER SIZES w w w .h i n t o n s t e e l f r a m e s .c o m .a u
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 3 pages
Page 2
PEREGIAN BEACH VILLAS
NOTE
* ALL BUILDING SET-BACKS TO BE READ IN
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD, CONJUNCTION WITH LOCAL COUNCIL BY-LAWS
GENERAL NOTES
*SITE TO BE GRADED TO DISPERSE WATER AWAY
FROM BUILDING
* ALL STORMWATER TO CONNECT TO RAINWATER TANK
WHERE INDICATED OR COUNCIL STORMWATER
SYSTEM AS PROVIDED BY LOCAL GOVERNMENT LOCAL
GOVERNMENT COUNCIL. RAINWATER TANK TO
OVERFLOW
TO BE DIVERTED BACK TO COUNCIL SYSTEM AS
PROVIDED.
92º13'20" * CONNECT RAINWATER TANK TO COLD WATER SUPPLY
27.453 TO NEW RESIDENCE TO SUPPLY TOILET FLUSHING,
WASHING FACILITY AND POOL TOP UP ONLY. PROVIDE
1.615
FIRST FLUSH SYSTEM AND MOSQUITO SCREEN TO
setback
TANK AND SUPPLYING DOWNPIPES. PROVIDE ALL
28
3.000
NECESSARY FILTERS TO PUMPS, PIPES, LINES AND
2.4
6.107 FIXTURES AS REQUIRED BY THE BCA OR SPECIFIED BY
MANUFACTURER'S INSTRUCTIONS
5.831 12 * CONNECT RAINWATER TANK IN SERIES. PROVIDE
ck 2º
setba 20 11'20
PUMPS TO SUIT. CONNECT MAINS PRESSURE AS TOP
.33 " UP TO MANUFACTURER'S RECOMMENDATION. REFER
5.500
5 BLUESCOPE WATER 'THINK TANK' INSTALLATION GUIDE
AS A GUIDE.
* ALL POWER AND COMMUNICATION SITE SERVICES TO
CONNECT TO SYSTEM PROVIDED BY CONTROLLING
U1 U2 U3 AUTHORITY.
350º4 3
EA
SM
27.45
EN
T SITE PLAN LEGEND
2'20"
U4 SITE BOUNDARY
DRIVEWAY
6.889
3.874
ck setback
setba F.F.L : 11.46 AHD FLOOR LEVEL
3.774 S SEWER
8.649 W WATER
U5 setback LP LIGHT POLE
LOT 12 OP ORIGINAL PEG
DAVID
TBM TEMPORARY BENCH MARK
182º13'20"
1201m2 PP POWER POLE
20.492
F FIRE HYDRANT
A AIR VALVE
O SEWER MANHOLE
LOW
R ROOFWATER PIT
POWER BOX
TELSTRA PIT
CROSS-OVER
WAY
U8 U6
FENCE
G GAS
BARRIER KERB LINE
SURVEY CONTROL MARK
3.823 PERMANENT SURVEY MARK
4.420 8.375
5.913
setback
setback U9 U7
5.875
PMT
1º42'20"
setback
setback
EMT B
6.395
1.320
1.320
SP 194337
272º13'20"
40.085
REAL PROPERTY DESCRIPTION
Lot 12 on SP194337
Parish of Weyba
County of March
Area of Land : 1201m2
UBD Reference : ....................................
Local Authority : ......................................
Amendments Wind Rating Checked By: Status: PR Date: 17.01.14
PEREGIAN BEACH VILLAS
A 29.11.13 Preliminary Client Approval CT Scale: 1:200 @ A3 Drawn by: CT
Client Signiture Approval:
B 06.12.13 Design Development TB Client Initials:
TBC
ALEX CHARLWOOD Drawing Title:
C 11.12.13 Amend Site and annotations CT Date:
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD, D 20.12.13 Revised site plan TB
PH: 0410 650 745
SITE PLAN
BSB No.: 1043429
E 17.01.14 Amend GFA CT NOTES: Client: Drawing No.:
ABN: 59 980 573 352
PR Drawings by HINTON STEEL FRAME QLD PTY LTD. ECO REMOTE A.01.1 E
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES
Page 3
PEREGIAN BEACH VILLAS 226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,
NORTH-EAST VIEW
WEST STREET VIEW SOUTH STREET VIEW
Amendments Wind Rating Checked By: Status: PR Date: 22.01.14
PEREGIAN BEACH VILLAS
A 06.12.13 Preliminary Client Approval TB Scale: NA @ A3 Drawn by: CT
Client Signiture Approval:
C 11.12.13 revised site plan + amendments CT Client Initials:
TBC
ALEX CHARLWOOD Drawing Title:
D 20.12.13 Revised site plan TB Date:
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD, E 17.01.14 Amended GFA CT
PH: 0410 650 745
RENDERS
BSB No.: 1043429
F 22.01.14 Client requested amendments CT NOTES: Client: Drawing No.:
ABN: 59 980 573 352
PR Drawings by HINTON STEEL FRAME QLD PTY LTD. ECO REMOTE A.01.2 F
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES
Page 4
PEREGIAN BEACH VILLAS 226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD,
WEST VIEW
SOUTH-EAST VIEW
Amendments Wind Rating Checked By: Status: PR Date: 22.01.14
PEREGIAN BEACH VILLAS
A 06.12.13 Preliminary Client Approval TB Scale: NA @ A3 Drawn by: CT
Client Signiture Approval:
C 11.12.13 revised site plan + amendments CT Client Initials:
TBC
ALEX CHARLWOOD Drawing Title:
D 20.12.13 Revised site plan TB Date:
226 DAVID LOW WAY, PEREGIAN BEACH, SUNSHINE COAST, QLD, E 17.01.14 Amended GFA CT
PH: 0410 650 745
RENDERS
BSB No.: 1043429
F 22.01.14 Client requested amendments CT NOTES: Client: Drawing No.:
ABN: 59 980 573 352
PR Drawings by HINTON STEEL FRAME QLD PTY LTD. ECO REMOTE A.01.3 F
ALL PLANS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR AND PART WITHOUT WRITTEN PERMISION FROM HINTON STEEL FRAMES