Approved Plans OPW18/0155

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0155 19 SEP 2018


[OCR of page images]
MASONRY NOTES:
GENERAL:

GENERALLY MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF AUSTRALIAN STANDARD SPECIFICATIONS AS 3700 “MASONRY STRUCTURES”.

IN ADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN
STANDARDS AND CODES SHALL APPLY:

AS 1302 STEEL REINFORCING BARS FOR CONCRETE

AS 1303 STEEL REINFORCING WIRE FOR CONCRETE

AS 1316 MASONRY CEMENT

AS 1478 CHEMICAL ADMIXTURES FOR CONCRETE MORTAR AND GROUT

AS 2701 METHODS OF SAMPLING AND TESTING MORTAR FOR MASONRY
CONSTRUCTION

AS 2699 BUILT IN COMPONENTS FOR MASONRY CONSTRUCTION

AS 2904 DAMP PROOF COURSES AND FLASHINGS

AS 4455 MASONRY UNITS AND SEGMENTAL PAVERS

AS 4456 MASONRY UNITS AND SEGMENTAL PAVERS - METHOD OF TEST.

e ALL MASONRY UNITS SHALL BE SUPPLIED BY AN APPROVED MANUFACTURER WITH
ACCREDITED QUALITY ASSURANCE SYSTEMS IN PLACE.

ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fuc) OF 15MPa UNLESS
NOTED OTHERWISE.

ALL MASONRY SHALL BE LAID “STRETCHER BOND” UNLESS NOTED OTHERWISE.

 ALLUNITS TO BE LAID ON CONTINUOUS MORTAR BEDS NOT EXCEEDING 10MM IN DEPTH.
MORTAR JOINTS SHALL BE RAKED TO A MAXIMUM DEPTH OF SMM UNLESS NOTED OTHERWISE.

« SINGLE SKINNED MASONRY TO INTERNAL AREAS TO BE SEALED WATERTIGHT.

CONCRETE BLOCK:
ALL WALLS TO BE 200 'H' SERIES BLOCKS (UNLESS NOTED OTHERWISE)
ALL WALLS TO BE REINFORCED WITH N12 AT 400 VERTICAL, EACH CORNER & EACH SIDE OF
OPENING AND N12 AT 400 HORIZONTAL (UNLESS NOTED OTHERWISE).
ALL CORES TO BE CORE FILLED WITH 15 MPa CONCRETE
PROVIDE CLEANOUT BLOCKS AT SLAB LEVEL AND ONE COURSE ABOVE.
ALL CORES TO BE THOROUGHLY RODDED & CLEANED PRIOR TO COREFILLING.
ALL CORE FILLING TO BE COMPACTED BY TAMPING WITH N12 BAR OR PENCIL VIBRATOR.

MORTAR:
« ALL MORTAR FOR CONCRETE BLOCK AND BRICK MASONRY SHALL BE MADE STRICTLY IN

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REINFORCED CONCRETE NOTES:
GENERAL:
¢ GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AS 3600 "CONCRETE
STRUCTURES".
© INADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN STANDARD
SPECIFICATIONS
AND CODES SHALL APPLY:
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).

AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH
PORTLAND CEMENT.

AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND CEMENT: FLY ASH

AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.

AS 1302 STEEL REINFORCING BARS FOR CONCRETE,

AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.

AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.

AS 3972 PORTLAND AND BLENDED CEMENTS.

AS 1379 READY-MIXED CONCRETE (METRIC UNITS)

AS 2758 PART 1 CONCRETE AGGREGATES.

AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.

AS 3610 FORMWORK FOR CONCRETE.

SUPPLY:

ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE BATCHING
Is
ACCEPTABLE.
MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE
APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT AUSTRALIAN
STANDARDS.
ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
ALL CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 20mm AND A SLUMP OF 80mm (£20mm) AT THE POINT OF
DISCHARGE.
ALL REINFORCED CONCRETE SHALL HAVE A 56 DAY SHRINKAGE STRAIN NOT EXCEEDING THE FOLLOWING:

750 MICROSTRAIN TYPICALLY.

600 MICROSTRAIN FOR POST TENSIONED CONCRETE.

500 MICROSTRAIN FOR WATERTIGHT CONCRETE STRUCTURES.
ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.

BLOCKWORK RETAINING WALL NOTES:

SUPPORTED MATERIAL SHALL BE NATURAL INSITU SOIL OR WELL COMPACTED FILL (REFER
FOLLOWING NOTES) CAPABLE OF STANDING UNSUPPORTED DURING CONSTRUCTION OF THE
WALL.

FILL MATERIAL BEHIND WALL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 200mm DEPTH
COMPACTED TO 95% MDD (AS1289 E7.1) AND TO EXTEND A MINIMUM OF 2.0m BEYOND THE
FRONT FACE OF WALL BEFORE BEING TRIMMED BACK ENSURING SOLID COMPACTION.

20mm SCREENINGS BACKFILL MATERIAL IS ASSUMED TO BE GRANULAR, FREE DRAINING AND IN
A MEDIUM DENSE CONDITION.

FOUNDATION TO BE COMPETENT MATERIAL WITH ALLOWABLE BEARING PRESSURE NOT LESS
THAN 150 KPA (UNLESS NOTED OTHERWISE). AND AN EARTH PRESSURE Ka < 0.3, FOUNDATION
TO BE CHECKED BY AN EXPERIENCED GEOTECHNICAL ENGINEER TO CONFIRM BEARING
CAPACITY PRIOR TO FOOTING PLACEMENT.

WATERPROOFING MEMBRANE IS TO BE PROTECTED FROM PUNCTURING DURING BACKFILLING
OPERATIONS.

BACKFILLING OPERATIONS SHALL NOT BEGIN UNTIL A MINIMUM OF SEVEN (7) DAYS AFTER
GROUTING OCCURS.

UNLESS NOTED OTHERWISE, MOVEMENT JOINTS SHALL BE LOCATED AT 6m CENTRES. JOINTS
SHALL NOT BE LOCATED WITHIN 3m OF A CORNER OR RETURN, UNLESS NOTED OTHERWISE.
BACKFILL TO BE COMPACTED AT OPTIMUM MOISTURE TO 95% MDD IN LAYERS NOT EXCEEDING
200mm AND USING LIGHT PLANT SUCH AS WALL BEHIND ROLLERS, WACKER PACKERS..ETC

   
 

450
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N12 @ 300 EACH FACE

   
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

450 LAP

TYPICAL STEP
FOOTING DETAIL.
SCALE 1:10 At (1:20 A3)

 

 

 

 

 

 

 

 

 

ACCORDANCE WITH BOTH THE RELEVANT AUSTRALIAN STANDARDS AND THE BLOCK/BRICK REINFORCEMENT: N42 CORNER BARS AT 400. N12 CORNER BARS AT 400.
SUPPLIERS’ WRITTEN SPECIFICATION TO ATTAIN THE SPECIFIED ULTIMATE COMPRESSIVE © ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND CERTIFIED 450
STRENGTH AT 28 DAYS. QUALITY
@ MORTAR SHALL BE MANUFACTURED SO THAT A BOND STRENGTH EXCEEDING 0.5 MPa IS. arte ee ee ALL REINFORCEMENT IS TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1303
. BONE STRENGTH BETWEEN SLOGKSaRtIGKS NO MORTAR SHALL BE CHECKED BY MEANS © ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE COATINGS WHICH &
MAY IMPAIR BOND TO CONCRETE.
OF BENDING TESTS CARRIED OUT IN ACCORDANCE WITH AS 3700 APPENDIX A. TESTS ARE « ALLREINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE.
TO BE CARRIED OUT AT REGULAR INTERVALS DURING CONSTRUCTION OF ALL MASONRY. * REINFORCEMENT SHALL NOT BE WELDED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
© MORTAR TYPE SHALL BE M3 UNLESS NOTED OTHERWISE FORMWORK:
© MORTAR IN WHICH “INITIAL SET” HAS OCCURRED SHALL NOT BE USED, RETEMPERING OF :
* ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD OR STEEL
MORTARS BY THE ADDITION OF WATER SHALL NOT BE ALLOWED. FORMS. BLOCKWORK CORNER DETAIL BLOCKWORK JUNCTION DETAIL
GROUTING: * ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510 SCAETIO(A)S=C“C‘<;<C;<SC;«;«C;S;~*~*~CS*StSS!SS SCALETO()—~=SOC=~C“‘<;2CS!”*~<CSCSSSSS
© ALLGROUT IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B FORMWORK SHALL . ;
¢ NOON SITE BATCHING IS ACCEPTABLE. MANUFACTURERS MUST HAVE AN APPROVED AND BE ADOPTED UNLESS NOTED OTHERWISE.
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE APPROVED BY THE ENGINEER * ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED BY A REGISTERED
PRIOR TO SUPPLY OF ANY GROUT PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION
«ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS OF THE © ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS TO PROVIDE
. AL ‘aRoUT TO Be NORMAL CLASS N ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY WATERPROOF MEMBRANE BUTTRESS
ALL GROUT IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE TRANSPORT:
© ALL GROUT TO CONTAIN SUFFICIENT QUANTITIES OF FLYASH OR OTHER PROZZOLANIC * ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS N12 CORNER BARS AT 400.
MATERIALS TO PREVENT POSSIBLE ALKALVAGGREGATE REACTION © CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION
REINFORCEMENT: PLACEMENT, COMPACTION AND FINISHING: ls
© ALLREINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED © CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL '‘CHUTING' NO MORE THAN 3m, CONCRETE PUMPING OR KIBBLING. e FLEXIBLE SEALANT BOTH SIDES
AND CERT FIED QUALITY ASSURANCE PROGRAM IN PLAGE, + ALL CONCRETE SHALL BE LACED CONTINUOUSLY BETUTEK CONSTRUCTION JOINTS AS DETALED IN SUCH A MANNER * SS 200 MAX
° a aes 1S TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1203 AND AS AS TO AVOID ‘COLD JOINTS’, CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR AS Hh | 200 BLOCKWORK. N12 AT 400 EACH WAY.
* ALLREINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER INSTRUCTED IN WRITING BY THE ENGINEER, FILL ALL CORES STOP HORIZ. BARS EITHER
R © ALL. CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS. . SIDE OF JOINT.
SURFACE COATINGS WHICH MAY IMPAIR BOND TO CONCRETE. © SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY Z Z)
ALL REINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. o| f yf {
TESTING: © ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS, ETC 8) 4 ¥ iB . = ae oT
T| Y. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY CONDITIONS. 77 7 77
ACCORDANCE WIN THE, RECUREMENTS OE le REGISTERED LABORATORY, IN STRICT © ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE. ZZ A
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS | ACOONCRETE 13 Be ORDERED AND PLACED AT SOUT ST GMP UNLESS NOTED OTHERWISE R20 GALVANISED DOWELS - GREASE ONE END
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM * NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER, (400 LONG ) AT 400 CTS
© AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY .
GIVEN DAY TESTING: TYPICAL BLOCKWORK CONTROL JOINT BUTTRESSES
© AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH GROUT STRENGTH GRADE ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT ACCORDANCE WITH SCALE 1:10 (A1) NOTE: C.J. EVERY SECOND BUTTRESS
CAST ON ANY GIVEN DAY. THE REQUIREMENTS OF AS 1012
+ AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m? OR PART THEREOF © THE FOLLOWING TESTING SCHEDULE |S TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
. BY SAMPLES ARE TO BE PANGAN PROM TSE AGRATOR ON SITE. - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG. COLUMNS, FLEXIBLE SEALANT BOTH SIDES
" FOOTINGS, ETC).
© NOWATER SHALL BE ADDED ON SITE
* THE ENGINEER NAY ORDER AT ANY TIME CORING OF ERECTED 8 FILLED PANELS. CORES AMNIMUM OF ONE TEST (8 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY GIVEN 200 BLOCKWORK. N12 AT 400 EACH WAY.
TAKEN SHALL BE TESTED FOR DENSITY & COMPRESSIVE STRENGTH ‘
- IF FI ° F CAST YY FILL ALL CORES STOP HORIZ. BARS EITHER SIDE OF JOINT.
* SHOULD CORED SAMPLES FAIL TO MEET SPECIFIED STRENGTH THE WALL PANEL MAY BE Fe SAE er Ge INDERS) TO BE TAKEN FROM EACH Som? OR PART THERE OF CAST ON A GIVEN DA
REJECTED AT THE ENGINEER'S DISCRETION. * ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
© IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER THE
ADDITION OF WATER. WALL HEIGHT CONTROL JOINT SPACING
CURING:
© ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING. tm 3m
CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL GENERALLY 20.09 20.10 2m 6m*
NOOSA COUNCIL CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS an em*
- CONTINUOUS WATER PONDING.
- COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE). 4m om*
APPROVED PLAN - APPLICATION OF AN APPROVED CURING COMPOUND. TYPICAL BLOCKWORK CONTROL JOINT
OPW1 8/01 55 1 9 SEP 201 8 SCALE 1:10 (A1) PROVIDE CONTROL JOINTS AS PER TABLE * ATBUTTRESSES
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE:
Drawn: RETAINING WALL NOTES AND DETAILS
: A.B.N. 91 611 354 511
Date ApNeoistiaasit || | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheat
Checked - Te! (07) 5475 4125 Fax (07) 479 1607] at SERENITY CLOSE, NOOSA DRAWING No: 146407/18/PEWO5 | 1 of 4
ENGINEERING : DESIGN : MANAGEMENT : net. © Tals lan i Copyright, Other ian for the purposes of end subject to the conditions prescribed der the
Web: http://www alta.net. eoyright dct, no port of fe anay in any form ot by any teens (eectrouie, mcchaniel,ahcro ecpying, photo
viiciron api. Daum 0 ob: hip: alta net. au for CAPE BOUVARD DEVELOPMENTS Sr taeda thre) a ged ge ee ee es

 

 

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