Review of Environmental Factors - Camden Valley Way Upgrade and Liz Kernohan Drive Extension (Final) - Flipbook - Page 96
INTERNAL SKIN & TWO LAYERS OF FLAT STAINLESS STEEL WITH GRAPHITE
GREASE BETWEEN, ON EXTERNAL SKINS. PROVIDE MORTAR LEVELLING STRIP
AS REQUIRED.
N/A (INTERNAL)
B1 (EXTERNAL)
C3.
CEMENT TO BE TYPE SL TO AS 3972 UNLESS NOTED OTHERWISE. THIS IS A
MODIFIED TYPE 'GP' CEMENT. SEE ACSE CONCRETE SPECIFICATION.
C4.
NO 'BRECCIA' TYPE AGGREGATE IS TO BE USED.
C5.
NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED IN WRITING BY
THE ENGINEER.
C6.
PROJECT ASSESSMENT OF CONCRETE SHALL BE CARRIED OUT IN
ACCORDANCE WITH AS1379.
C7.
PROJECT CONTROL TESTING SHALL BE CARRIED OUT IN ACCORDANCE WITH
AS1379 BY A NATA REGISTERED TESTING LABORATORY. SAMPLES SHALL BE
TAKEN FOR TESTING OF: SLUMP, COMPRESSIVE STRENGTH AND ANY OTHER TEST
SPECIFIED.
C21.
NON LOAD BEARING MASONRY SHALL BE SEPARATED FROM THE SOFFIT OF
SLABS AND BEAMS BY 20mm. PROVIDE SUITABLE HEAD RESTRAINT TIES AS
REQUIRED.
C22.
MASONRY WALLS MUST NOT BE CONSTRUCTED ON SUSPENDED CONCRETE UNTIL
ALL TEMPORARY SUPPORTS ARE REMOVED AND ALL MASONRY TO BE LAID HAS
BEEN STACKED ADJACENT TO PROPOSED POSITION.
1 TO 5
2 SAMPLES
6 TO 10
3 SAMPLES
11 TO 20
4 SAMPLES
FOR EACH ADDITIONAL 10
ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600,
AS4671 AND OTHER RELEVANT AUSTRALIAN CODES.
R2.
REINFORCEMENT TYPE AND GRADE.
R3.
1 ADDITIONAL SAMPLE
SAMPLES SHALL BE TESTED FOR COMPRESSIVE STRENGTH AS FOLLOWS:
ONE CYLINDER AT 3 DAYS (POST TENSIONED CONCRETE ONLY)
ONE CYLINDER AT 7 DAYS
TWO CYLINDERS AT 28 DAYS
C8.
500
650
800
950
1150
1300
1450
L
L
L
L
L
L
L
R10.
LAPS IN MESH (FABRIC) SHALL COMPLY WITH AS3600. THE TWO OUTERMOST
TRANSVERSE WIRES OF ONE SHEET SHALL OVERLAP THE TWO OUTERMOST
TRANSVERSE WIRES OF THE SHEET BEING LAPPED BY 25MM. A MAXIMUM OF 3
SHEETS OF MESH SHALL BE LAPPED AT ANY POINT.
MINIMUM
OVERLAP
50 MAX.
SYMBOL
TYPE
MPa
DUCTILITY
CLASS
N
HOT ROLLED DEFORMED BARS
500
NORMAL
N12 x 1200 LONG AT
WIRE CENTRES
R
HOT ROLLED PLAIN BARS
250
NORMAL
ALTERNATIVE FABRIC SPLICE DETAIL
W
COLD DRAWN PLAIN ROUND WIRE
500
LOW
SL
SQUARE WELDED MESH
500
LOW
RL
RECTANGULAR WELDED MESH
500
LOW
L TM
RECTANGULAR WELDED MESH
500
LOW
ALL REINFORCEMENT TO CONFORM TO AS4671, CURRENT EDITIONS WITH
AMENDMENTS.
REINFORCEMENT NOTATION GIVES THE FOLLOWING INFORMATION:
NO. OF BARS, TYPE, SIZE (MM), SPACING (MM), LAYER.
FOR EXAMPLE 17N16 -250 T
50 MIN.
R11.
SLAB REINFORCEMENT SHALL EXTEND 70mm ONTO SUPPORTING WALLS, WITH
50% OF BOTTOM BARS COGGED TO ACHIEVE ANCHORAGE AT SIMPLY
SUPPORTED ENDS. MESH IN SLABS SHALL EXTEND 70mm ONTO SUPPORTING
WALLS WITH A CROSS WIRE.
R12.
ALL BEAM TIES ARE TO HAVE BAR ANCHORAGES LOCATED ON THE TOP FACE OF
THE BEAM UNO.
R13.
REINFORCEMENT BAR JOGGLES SHALL BE 1 BAR DIAMETER OVER A LENGTH OF
12 BAR DIAMETERS.
\NEWPROJ1ProjectsNSW21NSW210622DrawingsCADCIVDrawings20 CVW and LKD Consolidated PlansNSW210622-C101-10.dwg
R1.
NUMBER OF SAMPLES
1 SAMPLE = 3 CYLINDERS
(4 CYLINDERS FOR POST TENSIONED CONCRETE)
1 SAMPLE
N12
N16
N20
N24
N28
N32
N36
REINFORCEMENT
THE MINIMUM FREQUENCY OF SAMPLING FOR COMPRESSIVE TESTING OF EACH
TYPE AND GRADE SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE:
1
COLUMN AND WALL REINFORCEMENT
LAP LENGTH (mm)
L
SLUMP SHALL BE SAMPLED FOR EACH TRUCK AT THE TIME OF POURING.
NUMBER OF
BATCHES PER DAY
BAR
DIA.
FABRIC OR MESH NOTATION GIVES THE FOLLOWING INFORMATION:
“RL” OR “SL”, PRODUCT CODE, LAYER. FOR EXAMPLE SL82 T
BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB THICKNESS.
R4.
REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT
NECESSARILY SHOWN IN TRUE PROJECTION.
NOT FOR CONSTRUCTION
Client
This drawing has been assigned an electronic code that signifies the drawing has been checked and approved by:
North
TRC
B
100% DETAIL DESIGN ISSUE FOR REVIEW
06.03.24
A
DRAFT ISSUE FOR REVIEW
01.08.23
MDM
TRC
Date
Drawn
Approved
Issue
-1
MDM
Description
0
1cm at full size
10cm
CAMDEN COUNCIL
20cm
70 CENTRAL AVENUE
ORAN PARK, NSW 2570
PHONE : (02) 4654 7777
FAX : (02) 4954 7829
© COPYRIGHT of this design and plan is the property of ACOR Consultants Pty Ltd, ACN 079 306 246 ABN 40 079 306 246, all rights reserved. It must not be used, modified, reproduced or copied wholly or in part without written permission from ACOR Consultants Pty Ltd.
ACOR Consultants Pty Ltd
Project
CAMDEN VALLEY WAY UPGRADE
BETWEEN HILDER STREET AND
T +61 2 4926 4811 KIRKHAM LANE INCLUDING
LIZ KERNOHAN DRIVE EXTENSION
The Forum, Level 1
Suite 1 240-244 Pacific Highway
Charlestown NSW 2290
Drawing Title
CONSTRUCTION NOTES
SHEET 2
Drawn
Date
JER
MAR 2023
Designed
Project No.
SP
Scale
N.T.S.
A1
NSW210622
Q.A. Check
Date
TRC
28.02.24
Dwg. No.
Issue
C101-102
B
Mar 06, 2024 - 9:09am
EXPOSURE CLASSIFICATION =
=
