Original source · versioned page text
Approved Plans MCU22-0044
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 drawn - COOROY BELLI CREEK ROAD -
DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.2 N3 CLASSIFICATION, BUILDING
- PINES
PROPERTY
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.
359° 09' 25"
DESCRIPTION
32774
LOT: 21 SP308933
ROAD
LOCALITY : COOROY
LOCAL GOV. : NOOSA SHIRE COUNCIL
-
AREA : 38740m²/3.874ha
N
SITE CALCULATIONS
347 ° 0
SITE AREA = 38740m²
97 788
2 ' 25"
GROSS FLOOR AREA = 347.85m²
170° 24'
229413
SITE COVER = >1%
00"
"
50
8'
°1
5
25
37
40
346° 0
499 11
4' 35"
270° 00' 05"
26856
"
50
3'
36
°1
21
39
APPROXIMATE LINE OF DRIVEWAY, EXACT 17
00"
LOCATION TO BE DETERMINED ON SITE WITH
BUILDER. DRIVEWAY TO COMPLY
92581
189° 36'
WITH LOCAL COUNCIL REQUIREMENTS
GENERAL NOTES
1. ALL MATERIALS SHALL BE NEW. 7. PLUMBER AND DRAINER: TO LOCAL PROPOSED
2. FOOTING: TO ENGINEER DETAILS. AUTHORITY REGULATIONS.
FOOTINGS TO HAVE SOLID BOTTOMS
AND EVEN BEARING THROUGHOUT.
8. ELECTRICIAN: TO LOCAL AUTHORITY
REGULATIONS.
GARAGE
3. SLAB: TO ENGINEER DETAILS 9. BRICKLAYER: GALVINISED WALL TIES
UNDERLAY WITH 200mm POLYTHENE 1 ROW AT 2 COURSES ABOVE FLASHING 10
LINE AND 1 ROW IN THE SECOND LAST
00
WATERPROOF MEMBRANE AND ALL 0
PROTRUSIONS. CAST ON 50mm SAND BED JOINT FROM TOP OF WALL AND @ G
500crs. IN BETWEEN ON EACH STUD.
AR
BEDDING ON APPROVED FILL. AG
CONCRETE STRENGTH TO BE 20MPa
AT 28 DAYS. USE TERMITE CONTROL
PROVIDE WEEP HOLES @ 900crs. ALONG
FLASHING. E
W
AL
PROPOSED
AS PER BUILDERS SPECIFICATIONS. 10. ALL WET AREA FLOOR AND SHOWER FLOORS
4. TIMBER FRAMING: ALL FIXINGS AS TO COMPLY WITH B.C.A. SECTION 3.8.1. L
DWELLING
0"
PER CONNECTION DETAILS AND GOOD
39 ' 0
WORKMANSHIP. NOTE : BUILDER TO CHECK AND CONFIRM ALL
7
MEASUREMENTS PRIOR TO COMMENCEMENT
73 89
5. LININGS: AS PER BUILDERS SPECIFICATIONS.
20 0°
6. ROOFING: COLORBOND METAL SHEET OF CONSTRUCTION. DO NOT SCALE DRAWINGS, 31
0
°4
ROOFING OR CONCRETE ROOF TILES
OVER AN APPROVED SARKING MATERIAL
AND FIXED IN ACCORDANCE WITH THE
WRITTEN DIMENSIONS TAKE PRECEDENCE AT
ALL TIMES. STORMWATER THROUGH P.V.C.
PIPE TO LOCAL COUNCIL REGULATIONS.
25 3' 55
06
3 "
C & H FRASER
MANUFACTURERS SPECIFICATIONS.
BUILDER TO ENSURE ALL RELEVANT SEARCHES 31
P
LOT 21 NO.16 PINES ROAD
M
HAVE BEEN CARRIED OUT REGARDING LOCATION 0°4 APPROXIMATE LOCATION
O
NOOSA COUNCIL
OF EASEMENTS, STORMWATER & SEWER PRIOR
32 3' 55 OF WATERTANKS, EXACT COOROY QLD
00
TO CONSTRUCTION. 03 " LOCATION TO BE
0
9
10
DISCUSSED WITH BUILDER
APPROVED PLAN
0"
MCU22/0044 16 JUN 2022 19.11.2021
31 33' 2
SITE PLAN 21
0
°4
37 3' 55
252°
3249
4 Scale: 1 : 1500 Sheet: 2 of 13
0 "
as design + drafting 0410 326 991 WD104 - WORKING DRAWINGS
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.