Approved Plans OPW16/0235

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   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


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NOTES: 19. 49 \WEs S REINFORCEMENT NOTES
1. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE l, 4, SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
FOLLOWING: | $96 - W 9 REINFORCEMENT ARE:
a) ARCHITECTURAL DRAWINGS . O | IIo a 1.1. SL OR RL - DENOTES WELDED WIRE REINFORCING MESH
b) APPROVED COUNCIL PLANS TO ASINZS 4671:2001

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6) CSIRO BIF 18 GUIDE ~ . | e Oo 2, SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF MESH
d) APPENDIX A&B — (es ——__4 ® SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
2. CCJ- DENOTES CRACK CONTROL JOINT LOCATIONS. CUT ° ys 9 EACH PANEL LAP AS SHOWN BELOW.
EVERY STRAND OF FABRIC CROSSING JOINT. PROVIDE TOOLED Oo C A ks HS
JOINT WHILE CONCRETE IS STILL GREEN. P oP So
3, ALL EARTHWORKS TO BE COMPACTED TO 96% (STANDARD) 00 18)86 lass red ~~
OF ITS RELATIVE DRY DENSITY. REFER SITE INVESTIGATION _ a)
or 19.44 3 x [18.91 18.9

 

 

 

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

 

 

 

 

 

 

 

WO 3. WELDING OF REINFORCEMENT INCLUDING TACK WELDING
MINIMUM CONCRETE STRENGTH fc = 32MPa, FOR FIXING PURPOSES SHALL COMPLY WITH AS3600:2009
5, LAP ALL REINGFORCEMENT 40x NOMINAL BAR DIA. oS SHARED SPACE AS // a x12 BR 5 3 AND AS1554.3:2008, WELDING IS PERMITTED ONLY WHERE
6. BAR CHAIRS SUPPORTING SLAB FABRIC TO BE NO MORE DD PER AS2890.6 / 8 . 9 150mm THK. SLAB SL82 MESH ” SHOWN IN THE DRAWINGS OR WHERE OTHERWISE
THAN 800mm APART. (AT LAPS 400mm) ‘ APPROVED BY THE ENGINEER.
7, NOTIFY THE ENGINEER IMMEDIATELY OF ANY oO 50mm COVER. 32MPa CONCRETE l 4. LAP ALL REINFORCEMENT A DISTANCE OF 40 x THE NOMINAL
DISCREPENCIES 91 BAR DIAMETER, BUT NO LESS THAN 500mm.
N r 5. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE

THAN 800mm APART IN GENERAL, AND 400mm APART AT

 

 

 

 

 

 

 

 

 

 

 

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i 8 lO 6. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
\ x 8 8 jo DISCREPANCIES
1931 dag 4
——__ 4 4 q INDICATES 3/N12 BARS OR
~y 3-L11TM 1200 LONG TIED TO
7 ”n UNDERSIDE OF TOP MESH, r 7
NOTE: PROVIDE 10mm ABLEFLEX WITH
eT 4 —— —_ 7 SIKAFLEX (OR EQUIVILENT) SEAL OVER
NOTE: REFER ARCHITECTURALS, —— TO EDGE OF SLAB WHERE BOUNDED BY

 

 

 

FOR ALL SET OUT DIMENSIONS BUILDING. TYPICAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

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CURING NOTE: **IMPORTANT NOTE** HEAVY DUTY CONCRETE CROSSOVER

1. THE CONTRACTOR IS TO APPLY ALIPHATIC ALCOHOL TO REFER IPWEA STD DRAWING NO. RS-051
THE SURFACE OF THE SLAB IMMEDIATELY FOLLOWING
SCREEDING & BULL FLOATING. THE ALIPHATIC ALCOHOL (REV F) FOR CONSTRUCTION DETAILS

1S TO BE RE-APPLIED IMMEDIATELY AFTER EACH

SURFACE OPERATION. THE ALIPHATIC ALCOHOL IS TO BE C (— O | [ t
APPLIED STRICTLY IN ACCORDANCE WITH THE CO ag

 

MANUFACTURERS SPECIFICATIONS.
THE CONCRETE IS TO BE COVERED BY AN IMPERVIOUS

NOOSA COUNCIL
SHEET AND WET CURED FOR A MINIMUM OF SEVEN DAYS
THE CURING OPERATION IS TO COMMENCE ON THE SAME APP ROVE D PLAN

DAY THE CONCRETE IS CAST.

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* AN EARLY AGE CONCRETE Sa AS SOON AS POSSLE CONCRETE JOINT PLAN OPW16/0235 23 JAN 2017
AFTER THE SLAB HAS BEEN CAST AND WITHIN 1HR SCALE 1:100
FOLLOWING THE FINAL SCREED
0) haw OP T: (07) 5443 6585 @ [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
=u c. « OVER SCALED MEASUREMENTS, VERIFY ALL ON -
3 y F: (07) 8479 1754 FI g 8 EENIE CREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TiTMUs SCALE: SHOWN
®& jtcengineers.com.au x SB NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RPG 40¢2 )DATE 17/10/2016
™ S S info@it . 2 = a A 17/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS
Q& [email protected] 2 = 3 CuENT JOB DESCRIPTION issue | DATE EVENT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, ences. <6