ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

 

NOTES:

1. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE
FOLLOWING:

a) ARCHITECTURAL DRAWINGS

b) APPROVED COUNCIL PLANS

c) CSIRO BTF 18 GUIDE

d) APPENDIX A&B

2. CCJ- DENOTES CRACK CONTROL JOINT LOCATIONS. CUT
EVERY STRAND OF FABRIC CROSSING JOINT. PROVIDE TOOLED
JOINT WHILE CONCRETE IS STILL GREEN.

3, ALL EARTHWORKS TO BE COMPACTED TO 95% (STANDARD)
OF ITS RELATIVE DRY DENSITY. REFER SITE INVESTIGATION
REPORT.

4, MINIMUM CONCRETE STRENGTH fc = 32MPa NOMINAL SLUMP
OF 80mm. FLOORS SUBJECT TO PNEUMATIC-TYRED TRAFFIC
MINIMUM CONCRETE STRENGTH fc = 32MPa.

5. LAP ALL REINGFORCEMENT 40x NOMINAL BAR DIA.

6. BAR CHAIRS SUPPORTING SLAB FABRIC TO BE NO MORE
THAN 800mm APART, (AT LAPS 400mm)

7. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPENCIES.

 

NOTE: REFER ARCHITECTURALS
FOR ALL SET OUT DIMENSIONS

 

 

CONCRETE DRIVEWAY CONSTRUCTION NOTES|
. _ ALL CONCRETE TO CAR PARK |S TO BE fc = 32MPa

SLUMP 50mm - 80mm

MAX WATERICEMENT RATIO = 0.6

FINISH SURFACE OF CONCRETE WITH A LIGHT BROOM
CONCRETE 150mm THICK REINFORCED WITH 1 LAYER OF
$L82 FABRIC 40 MIN TOP COVER

aa)

 

 

CURING NOTE: **IMPORTANT NOTE*

1. THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO
THE SURFACE OF THE SLAB IMMEDIATELY FOLLOWING
SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL
1S TO BE RE-APPLIED IMMEDIATELY AFTER EACH
SURFACE OPERATION. THE ALIPHATIC ALCOHOL IS TO BE
APPLIED STRICTLY IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.

THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS
SHEET AND WET CURED FOR A MINIMUM OF SEVEN DAYS.
THE CURING OPERATION IS TO COMMENCE ON THE SAME
DAY THE CONCRETE IS CAST.

SAW CUT JOINTS 45mm DEEP ARE TO BE INSTALLED WITH
AN EARLY AGE CONCRETE SAW AS SOON AS POSSIBLE
AFTER THE SLAB HAS BEEN CAST AND WITHIN 1HR
FOLLOWING THE FINAL SCREED.

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HEAVY DUTY CONC

ETE CROSSOVER
REFER IPWEA STD DRAWING NO. RS-051

(REV F) FOR CONSTRUCTION DETAILS

CONCRETE JOINT PLAN
SCALE 1:100

 

 

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REINFORCEMENT NOTES

1. SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
REINFORCEMENT ARE:
1.1. SL OR RL - DENOTES WELDED WIRE REINFORCING MESH
TO ASINZS 4671:2001
2. SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF MESH
SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
EACH PANEL LAP AS SHOWN BELOW.

— — ———

 

 

 

 

——— es

3. WELDING OF REINFORCEMENT INCLUDING TACK WELDING
FOR FIXING PURPOSES SHALL COMPLY WITH AS3600:2009
AND AS1554.3:2008. WELDING IS PERMITTED ONLY WHERE
SHOWN IN THE DRAWINGS OR WHERE OTHERWISE
APPROVED BY THE ENGINEER.

4, LAP ALL REINFORCEMENT A DISTANCE OF 40 x THE NOMINAL
BAR DIAMETER, BUT NO LESS THAN 500mm.

5. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE
THAN 800mm APART IN GENERAL, AND 400mm APART AT
LAPS.

6. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES.

 

NOTE: PROVIDE 10mm ABLEFLEX WITH
SIKAFLEX (OR EQUIVILENT) SEAL OVER
TO EDGE OF SLAB WHERE BOUNDED BY
BUILDING. TYPICAL

 

La 2 T: (07) 5443 6585

Fh F: (07) 5479 1754
jtcengineers.com.au
i

JTC

CONSU
ENGIN

[email protected]

PO BOX 5960

MAROOCHYDORE BC

QLD 4558

 

UEC PIL

CLIENT

 

PROPOSED INDUSTRIAL BUILDING

 

 

8 EENIE CREEK ROAD

 

NOOSAVILLE, QLD

 

17/10/2016

OP WORKS APPROVAL

 

 

JOB DESCRIPTION ISSUE

 

DATE

 

EVENT

 

FIGURED DIMENSIONS TO TAKE PRECEDENCE
OVER SCALED MEASUREMENTS, VERIFY ALL ON
SITE DIMENSIONS & LEVELS WITH THE SUPPORTING
DOCUMENTATION PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

 

 

 

 

 

APPROVED 216130
TOUNTITMUS [SCALE SHOWN
RPE.Q.4092 DATE: 1710/2016
SIGNED [oRAWn: 1s
- [SHEET: $6