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Compiled Approved Plans MCU16-0139.02
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Plans and drawings
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5
8.
# DATE DETAILS BY
30
Existing
Highset
8.4
House
3504 EAVE
8.
8.2 - 21-09-19 INCOMPLETE DC
8.
9
8.
PROPOSED
32
12 8
02
Well Away
8.00
Fibro & GI
5 8.00 - 26-09-18 PRELIM ISSUE DC
4
Existing
8.
House
2
APPROX. SEWER LINE LOCATION
8.36 - 23-10-18 WD ISSUE DC
LETTERBOX UNIT 2
8.0
9.40 7.95
8.0 8.13
8.
2484 UP E 18-06-19 SITE REV DC
0
3
7.90
23
8
Steps
9
7.
7.75 F 09-06-21 PRE-CONTRACT
7.75
77
7.50
7.70
LIFT 9.38 7.83 7.50
GENERAL NOTES PROPOSED G 15-09-21 SITE REV DC
7.
7.35
(Not Accessable)
65
Thick Vegetation
7.25 7.25 H 18-10-21 FIRE WALL AN
DN
7.
10
40
7.
UNIT 1
7.00
7.
1. ALL MATERIALS SHALL BE NEW. 7.00 I 10-11-21 BA SET DC
78
7.7
78
2. FOOTING: TO ENGINEER DETAILS. 5
6.
6.75 6.75
7.
91
7.
GRATE DRAIN
52
Deck
FOOTINGS TO HAVE SOLID BOTTOMS DN
PAD 6.59
19
6.50
6.
AND EVEN BEARING THROUGHOUT. 3744 UPPER WALL
31
6.
7.
6.25
89
3. SLAB: TO ENGINEER DETAILS
7.
13
61
6.
64
6.00
29
UNDERLAY WITH 200mm POLYTHENE 4194
11
7.50
5.
WATERPROOF MEMBRANE AND ALL 5.75
96
po box 6384 p (07) 5442 6413
5.
PROTRUSIONS. CAST ON 50mm SAND
57
CARPORT 5.50 maroochydore f (07) 5450 6437
5.18
BEDDING ON APPROVED FILL. 7.25 5.25 qld 4558 QBCC 1083000
7.
CONCRETE STRENGTH TO BE 20MPa
12
6.
6.
4.
5.00
14
63
5.
AT 28 DAYS. USE TERMITE CONTROL
85
4.75
5.
This plan remains copyright to
17
4.50
CK
7.00
09
AS PER BUILDERS SPECIFICATIONS.
3
7.0 4 .9 2
Ausmar Group and may not be
4.56 4.75
6.
7
?
4. TIMBER FRAMING: ALL FIXINGS AS 1042 DE
27
used in part or in whole without
12
PER CONNECTION DETAILS AND GOOD 4.50
4.
6. 6.75 the written consent of the author.
32
86
4.25
No Mk
Found
WORKMANSHIP.
LL
1639
6.
© 2017 Ausmar Group
WALL
6.
34
6.50
4.
62
5. LININGS: AS PER BUILDERS SPECIFICATIONS. 4.00
4.9
3.
1626 WA
(Not Accessable)
07
Thick Vegetation
79
8
6. ROOFING: COLORBOND METAL SHEET 6.25 3.75 WRITTEN DIMENSIONS TO
ROOFING OR CONCRETE ROOF TILES 3.50 TAKE PRECEDENCE OVER SCALE
6.00 41.923
1531
EAVE
2.
OVER AN APPROVED SARKING MATERIAL
82
5.75 4. 3.25
AND FIXED IN ACCORDANCE WITH THE
3.00 SITE PLAN
2.
9
5.50 6 280°29
1662
94
WALL
MANUFACTURERS SPECIFICATIONS. 5.3 5.0 '
5 5.0 2 2.75
18
7. PLUMBER AND DRAINER: TO LOCAL 5.2
AUTHORITY REGULATIONS. 5
0 2.50
8. ELECTRICIAN: TO LOCAL AUTHORITY
REGULATIONS.
STORMWATER PIT REFER 2.25
STEEL STORMWATER PIT PROJECT DESCRIPTION:
9. BRICKLAYER: GALVINISED WALL TIES ENGINEERS DRAWINGS 2.00
1.
73
1 ROW AT 2 COURSES ABOVE FLASHING REFER ENGINEERS APPROX. SEWER LINE LOCATION 1.75 Proposed Duplex For:
1.
LINE AND 1 ROW IN THE SECOND LAST DRAWINGS 1.50
75
BED JOINT FROM TOP OF WALL [email protected]:
48
500crs. IN BETWEEN ON EACH STUD.
? Searched
MR K ANSCHAU
1.
PROVIDE WEEP HOLES @ 900crs. ALONG
LEVEL SPREADER REFER
50
FLASHING.
No Mk
10. ALL WET AREA FLOOR AND SHOWER FLOORS ENGINEERS DRAWINGS
TO COMPLY WITH B.C.A. SECTION 3.8.1.
21
19
NOTE : BUILDER TO CHECK AND CONFIRM ALL SITE ADDRESS:
MEASUREMENTS PRIOR TO COMMENCEMENT STORMWATER PIT REFER LOT 1 WERIN ST
OF CONSTRUCTION. DO NOT SCALE DRAWINGS, ENGINEERS DRAWINGS
20
WRITTEN DIMENSIONS TAKE PRECEDENCE AT
ALL TIMES. STORMWATER THROUGH P.V.C. TEWANTIN
PIPE TO LOCAL COUNCIL REGULATIONS. APPROX. LOCATION
SEWER MANHOLE DESIGNED BY REDDOOR
CUSTOM
DRAWN BY D CARTER
SCALE JOB CODE
1 : 200
REFER UNITY WATER DETAILED
INFRASTRUCTURE MAP FOR MORE
DATE
10-11-21
D-KA
SEWER LINE AND MANHOLE See the original
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