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OPW14/0010 - Response to information request
GENERAL S STEELVVORK 13. ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED w'ETHOD FOR SEVEN (7)
51. ALL STEELWORK TO BE IN ACCORDANCE Vv1TH: (NOMINATE sm - TMR MRTS 78 FABRICATION DAYS IMMEDIATELY CONCRETE IS HARD. PREFERRED METHOD IS TO COVER WITH PLASTIC
G1. CURRENT EDITION OF NOMINATED STANDARDS TO BE USED FOR ALL VvORKS. UNO OF STRUCTURAL STEELWRK;' AS4100. SAA STEEL STRUCTURES) SHEETING. LAID FLAT WITHOUT ~INKLES. TAPED AT LAPS, AND LIFTED ONCE DAILY TO DAMPEN
CONCRETE IMTH HOSE THEN REPLACED.
G2. PRODUCT TRADE NAMES HAVE BEEN USED TO ESTABLISH A QUALITY REQUIREMENT. OBTAIN S2. STEELWORK GRADES TO BE AS FOLLOWS UNO: 14 THE CONTRACTOR SHALL ENSURE THAT ANY PROPOSED ADDITIVES. COlOURING
WRITTEN APPROVAL8EFORE USING SUBSTITUTIONS MATERIALS, CURING COMPOUNDS, FORM OILS, RELEASE AGENTS ETC ARE COMPATIBLE 1MTH
ITEM GRADE APPUCATIONSTANDARD THE CONCRETE MIX AND ALL APPLIED FINISHES, ADHESIVES, RENDERS, GROUTS, ETC, AND WILL
G3. SEEK RESOLUTION OF DISCREPANCIES/INCONSISTENCIES IN THESE DRAININGS AND OTHER HOTROLlED PLATE.FLOORPLATES ACHIEVE THE SPECIFIED ARCHITECTURAL SURFACE APPEARANCE AND COLOUR FOR THE
PROJECT DOCUMENTS, BEFORE PROCEEDING. AI'ClSlABS « 100mm'THICK) GRADE2S0 AS367' CONCRETE.
HOTROLLEDAND'A£LDEO
G4, OBTAIN WRITTEN APPROVAL FROM THE SUPERINTENDENT FOR ENGINEER STRUCTURALSECTIONS,ANDFLATS GRADE300 AS367' 15 BAR SCHEDULE-
DIRECTIONS/INSTRUCTIONS THAT ARE A VARIATION TO THE CONlRACT, BEFORE PROCEEDING. N - TYPE SOONHOT ROLLED HIGH YIELD BARS TO AS 4671.
CIRCULARHOLLOWSECTIONS
(7lWU ANOUNDER). GAAOE250TO GRADE"" AS1163 R - TYPE 250R HOT ROLLED PLAIN BARS TO AS 4671.
G5. VVHERE SHO'/oJN.UNO:: UNLESS NOTED OTHERWISE. AS1163 S -TYPE 250S HOT ROLLED DEFORMED BARS TO AS 4671.
CIRCUlAR HOLLOW-SECTIONS SL - SQUARE RIB MESH TO AS 4671.
DESIGN LOAOINGSIPARAMETERS (BUILDINGS): (OVER76MM) GRADE350 AS11S3 RL. RECTANGULAR RIB MESH TO AS 4671.
T"""'1$ G'SO AS13g]'
01. STRUCTURE IMPORTANCE LEVEL: 2, (PER BUILDING CODE OF AUSTRALIA TB1,2a) 16. REINFORCEMENT LAP SPLICE LENGTHS (U,N.O ON DRAIMNGS)
ALL STEELVVORK TO BE SUPPLIED BY AN AUSTRALIAN PAANUFACTURER. NO SUBSTITUTIONS DSOaNBAAOIAMETER
02. STRUCTURES HAVE BEEN DESIGNED TO CARRY THE FOLLO'MNG LIVE LOADS (AS1170,1): SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE DESIGN ENGINEER
BARLOCATION
LIGHT VEHICLE CARPARKS
MEDIUM VEHICLE CARPARKS
2,5 kPa (13KN CONCENTRATED)
50 kPa (31KN CONCENTRATED)
THE DESIGN ENGINEER RESERVES THE RIGHT TO REQUEST CERTIFIED MILL TEST REPORTS OR
TEST CERTIFICATES AS EVIDENCE OF COMPLIANCE WITH THE MATERIAL STANDARD SPECIFIED HORIZONTAL " " " " " 32
BARS,,""
03. HANDRAILS J BALUSTRADES f FENCES ARE TO BE DESIGNED, INSTALLED AND CERTIFIED BY
OTHERS SHALL BE SUPPLIED WITH DESIGN AND INSTALLATION CERTIFICATES THAT SHOW
53. welDS TO BE AS FOLLO'NS, UNO:
WELD PREPARATION AND WELDING SHALL BE IN ACCORDANCE WITH: AS1554 STRUCTURAL
""'" """
""""OF
CONCRETE
COMPLIANCE WITH THE LOADS IN AS1170.1. STEEL WELDING, CATEGORY SP (STRUCTURAL PURPOSE) UNO CASTI,.N[I;R
WELD METAL TENSILE STRENGTH: 480MPa OR HIGHER (BEMlTOP
DIMENS10NSfLEVELS:
- SHOP FILLET WELD SIZE: 6 mm. UNO STEEl, SLAB
TOPSTEEL
600 000
"" "" 1000
""
SITE FILLET WELD: 6mm, UNO
WHERESLAB
BUTT 'w\'ELDS: TO BE QUALIFIED COMPLETE PENETRATION Bun Vv'ELDS UNO TliICKNESS
L1. CONSTRUCTION TO BE SET OUT USING: DIMENSIONS FROM ARCHITECT'S DRAWINGS ALL SITE WELDS TO BE COATED; REFER COATING TABLE GREATER
THANXlCtAM)
12. ALL LEVELS AND SETOUT POINTS ARE TO BE CONFIRMED ON SITE BY REGISTERED SURVEYOR 54. STEELWORK TO BE PREPARED AND COATED AS FOLLOVVS, UNO: ALLOTHER
PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. BAAS(BOTTOM
STEEl,
L3. DIMENSION STANDARDS:
REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
HOTOlP
SECONDARY
COLUM!ItS,
WALlS)
'" '" &SO 1200
'''' 17"
GALVANSETO
- CIVIL DRAWINGS (Cxx SERIES): ALL OTHER DIMENSIONS ARE IN METRES. LOCATiON ITEMS SURFACE PRIMECOAT SECONDCOAT
AS""" PREPARATION
• STRUCTURAL DRAWINGS (Sxx SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES. ~'SINO) 17. FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC MATTER
L4. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM 'XTE_
","00_
"lnlercUfe200" ZiNC RICH
IS TO BE REMOVED AND REPLACED BY AN APPROVED CONSOLIDATED FILLING MATERIAL
COMPACTED TO 95% 11.1.1.4.0.0,
IN ACCORDANCE WITH AS3798 T5.1 AND AS1259.5.1.1
NONE YES TYPEC EPOl(Y _15
STEElw::lRK ftPOTt pr!mIf - 1B. PROVIDE N12 TRIMMER BAR TO PERIMETER OF SLABS. PROVIDE 500 II.SOO'l' BARS TO ALL
75 rrtaDll OFT. MICRONOfT.
L5, ALL COORDINATES ARE TO LOCAL GRIDS. CORNERS.
WELOSAND ASABOVE AS ABOVE
AU. '0 TYPE 0
L6. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS REPAIRS CONCRETE PATHS ENTRIES RAMPS & STAIRS
TEMPORARY V'IORKS
SURFACE PREPARATION
,. ALL WALKING AND TRAFFICABLE SURFACES MUST BE FINISHED WITH NON.SUP SURFACES
OR COATINGS TO PROVIDE SUITABLE FRICTION TO ENABLE A PERSON TO SAFELY TRAVERSE THE
TYPE A (STANDARD): REMOVE OIL AND GREASE BY SOLVENT CLEANING. ABRASIVE BLAST,
CLASS 2.5 PER AS1627.'l METAL FINISHING, SURFACE IN WET CONDITIONS. REFER TO ASlNZS 4585 AND HB197 FOR GUIDANCE
T1. MAINTAIN THE WORKS IN A SAFE, STABLE CONDITION AT ALL TIMES, ENSURE WORK TYPE B: REMOVE ALL SHARP EDGES AND SURFACE IRREGULARITIES. AlL EDGES TO BE 2 NOT WITHSTANDING NOTE 1, FINISH TO CONCRETE SURFACES SHAlL BE EITHER BROOMED
ITEM$lPARTS ARE NOT OVER-STRESSED AT ANY TIME. ROUNDED TO A MINIMUM RADIUS OF 2.0MM. REMOVE OIL AND GREASE BY SOLVENT OR EXPOSED AGGREGATE, USING ANGULAR AGGREGATE. EXPOSED AGGREGATE 'MTH ROUND
CLEANING. ABRASIVE BLAST, CLASS 2.5 PER ASl627.4 AGGREGATES SHALL NOT BE ACCEPTED. WHERE THIS NOTE CONFlICTSVVlTH INSTRUCTIONS
12. OBTAIN RPEO DESIGN AND INSTALLATION CERTIFICATION FOR TEMPORARY WORKS: STRUTS, TYPE C: BRUSH OR WHIP BLAST TO ACHIEVE KEY FOR COATINGS GIVEN BY THE LANDSCAPE ARCHITECT, THE ISSUE SHAll BE PASSED TO THE SUPERINTENDENT
PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE BACKS, EXCAVATION TYPE D: WIRE BRUSH AND PRECOATWlTH HOT ZINC STICK FOR RESOLUTION
SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS, FORM'vVORK, EARLY LOADING OF OFT " DRY FILM THICKNESS
STRUCTURES AND THE LIKE. INJECTION EPOXY AND NON.$HRINK GROUT
REINFORCED CONCRETE
,. NON-5HRINK GROUT TO BE PARCHEM 'CONBEXTRA C" OR SIKA "SJKAGROUT 100", OR
1. THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (PC) MUST NOT BE APPROVED eQUIVALENT, SUITABLE FOR 10MM.100M THICKNESS.
EXISTING SERVICES LESS THAN 2. INJECTION EPOXY TO BE HILTI'HIT oRE 500" OR APPROVED EQUIVAlENT 1MTH ENGINEER.
-FOOTINGS - 25 MPaAT 28 DAYS
ES1.LOCATE SERVICES BEFORE STARTING: SERVICE LOCATIONS SHO"WN ON DRAWINGS ARE -SLABS - 32 MPa AT 28 DAYS SIGN DRAWINGS.
APPROXIMATE QNL Y. CONCRETE SHALL BE READY MIXED. CONCRETE SHALL CONTAIN PORTLAND FLYASH BLENDED
CEMENT FOR INCREASED DURABILITY. THE PROPORTION OF FLYASH SHAlL BE 25% BY VllEIGHT, CONCRETE BLOCK MASONRY
ES2. POTHOLE AND PROTECT SERVICES: LOCATE SERVICES ADJACENT STRUCTURE BY
OF THE TOTAL COMBINED \'\'EIGHT OF FLYASHAND PORTlAND CEMENT.
POTHOL/NG BEFORE COMMENCING CONSTRUCTION. PROTECT SERVICES FROM DAMAGE.
2. UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE OUTSIDE CB1. CONCRETE MASONRY TO BE IN ACCORDANCE WITH: AS3700 'AASONRY STRUCTURES + AS
FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOW'S: 4455. CONCRETE BUILDING BLOCKS WITH THE FOUOWlNG MODIFICATIONS.
ENGINEERING INSPECTION SCHEDULE (HOLD POINTS)
CB2. MATERIALS TO BE AS FOLLOWS:
E11.ARRANGE FOR FORM 16 CERTIFICATION OF mRKS DURING CONSTRUCTION BY AN CASTAGAINSTFORMSCOMPLYINGWITH STRIJClURAL BLOCK TYPE: SHALL BE 'H' SERIES 20,48; STRENGTH CLASSIFICATION 12. CLEANOUT
EXPERIENCED RPEQ ENGINEER. CASTAGAINSTAS 1~SAA FORM'NORl<
COOE CASTAGAINSTOTl£R BLOCKS TO BE USED AS THE BASE OF WALLS
E12. GIVE AT LEAST 48 HOURS NOTICE OF NECESSARY ENGINEERING SITE INSPECTIONS. STRUC11JRAL
MEMSER FORM'NORKORl1iE BLOCKFILL: N25f10, SLUMP 150MM TO 200MM
NOTEXPOSEDTO EXPOSEOTO~THER,
WEATHERGROUNO GROUNOWATEROR GROU"" FILL BLOCKWORK CORES SLO'M.. Y (MAX 6 COURSE HEIGHT PlACED AT ONE TIME)
WATERORFRESHWATER FRESHWATER MORTAR PROPORTIONS = 1 CEMENT: 0.25 HYDRATED LIME: 3 SAND (OR EaUIVALENT
FASTENERS PACFOOTINGS& PILE CEMENT. SAND MORTAR WITH PLASnCISER).
Bl. BOLTS AND FASTENERS TO BE AS FOlLO\NS (UNO):
CAPS
STRIPFOOTINGS
" 75 MORTAR 28 DAY COMPRESSIVE STRENGTH; 11MPa MINIMUM.
REINFORCEMENT: TO BE 'N' GRADE D500N HOT ROlLED HIGH YIELD DEFORMED BARS TO AS
COLUM~ Of ALLTYPES
•• " " 4671 UNO.
MINIML1.4 Sl.PPUER AOOITKlNAL ISOLATE
COATINGSAND OISSlMlLARMETAL MINIMUMBot.T WALLSSlABS ANDSTAIRS
•• " 75
REINFORCEMENT COVER: 50MM MINIMUM FROM OUTSIDE OF BLOCK
lOCATION STRENGTHGRAPe
I MATERIAl(UNO)
COATINGlFINISH
(UNO)
REOUIREMENTS BOlTS FROM SOZ'
•• " " CB3. CONTRACTOR TO ENSURE THE FDLLO'MNG:
(UNO)
ClEAN 01lT ALL
STEELWORK(UNO) BEAMS
" " TOP OF FOOTING TO BE SCAB8LEO
EPOXYANCHORS HOLES,EPOXYTO 3 EXPOSURE CLASSIFICATION FOR CONCRETE SLABS ON GROUND. B1
GR.AOE511TO GALVAIIISEOTO BEH1LTlIU NOTREOURED 2-1.120 4. ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE 'NlTH THE CURRENT EDITION JOINT MORTAR SHALL BE TRIMMED FLUSH W1TIi THE INSIDE FACE OF THE CAVITY.
EPOXYANCHORS AS121~ RE.sl)I)UoiO CLEAN OUTS TO BE FORMED IMTH TIMBER FORMS RATHER THAN BESSER BISCUITS.
AS1111 OF-
-AS 3600 - 8M CONCRETE STRUCTURES REINFORCING COVER SHALL BE MAINTAINED BYlHE USE OF PLASTIC -BLOCKAID'
LUBRICATE REQUIRED- - AS 1379 - READY-MIXED CONCRETE REINFORCEMENT LOCATION BRACKETS OR EQUAL
GRADE3111(M). TrREADSWTH PROVIOENYLON s. THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE
EXTERNALWBER STAINLESSSTEEl. MOl YBOENUM- WAS>1E' UNLESS NOTED OTHERWISE REINFORCING TO BE:-
CONNECTIONS STRf~TH a.ASS PASSIVATEO DlSULPHDE B~NSS 2.M12 CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED).
190mm WALL - 20.48 BLOCKS
" BASEDGREASE WASHERJl.H:)AU.
TO AVOIOGAlUNG STEELWORK
6.
7.
THE MAXIMUM SIZE OF AGGREGATE SHALL BE 2OMM.
THE CONCRETE SHALL SLUMP TEST AT 100MM UNLESS NOTED OTHERVv1SE .N16 AT 400 VERTICAL - 600 LAPS
BOLTS AND NUTS TO HAVE STRENGTH IDENTIFICATION MARKINGS. ALTERNATIVELY SUPPLY MILL
,
B. ALL CONCRETE TO BE MECHANICALLY VIBRATED.
NO HOLES OR CHASES OTHER THAN THOSE SHO'M>JON THE STRUCTURAL DRAIMNG SHALL
-1'112AT 400 HORIZONTAL- 600 LAPS (INCLUDING' L' BARS AT CORNERS UNLESS NOTED
OTHERWISE)
OR NATA CERTIFIED TESTS RESULTS CONFIRMING GRADE AND STRENGTH. BE MACE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
10. PLASTIC CHAIRS OR CONCRETE BLOCKS TO BE USED TO SUPPORT REINFORCEMENT AND SEDIMENT CONTROL:
GIVE THE CORRECT CONCRETE COVER. PROVIDE SEDIMENT CONTROL TO THE BOUNDARIES BYWAY OF SEDIMENT FENCES.
11. CONSTRUCTION JOINTS, 'JIIHERE NOT SHOWN. SHALL BE LOCATED TO THE SATISFACTION OF FENCES TO BE ERECTED BEFORE COMMENCEMENT OF EARTHmRKS, AND SHALL BE MAINTAINED
THE ENGINEER UNTIL GRASS COVER AND LANDSCAPING IS ESTABLISHED.
12. THE FACE OF ALL CONCRETE AGAINST INHICH NEW CONCRETE IS TO BE POURED SHAU BE ALL CONSTRUCTION RUBBISH IS TO BE CONTAINED WITHIN AN APPROVED BIN
THOROUGHLY SCABBLED.
SCREWPILES:
SCREWPILES ARE TO BE DESIGNED, INSTALLED AND CERTIFIED BY THE CONTRACTOR TO THE
..
SPECIFIED LOADS ON THE DESIGN DRAWINGS.
COPYRIGHT 0 A»Odll'led Consurtanl!:l CIM' D_ Venne<! .", OrawlngTlt1e
TM dtJMngII; IIYbjed10
e~ln~e_l!le
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eo-.e.lI pt)'lei(Ie)al'CI"''I
deoC.Thilr.~_cnt,ol>e
u_lotli'lilep.or.:pr<ljod.
MAX WATTERSON
lD_I_
ASSOCIATES
HELEN WOOD-GRANT
TOO consulting _a1
englneerJ
__
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Ven'lId
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ALTERATIONS TO EXISTING DRIVEWAY
15 LITTLE COVE RD, NOOSA HEADS
RDP lOT 1on GTP~1~'
CONCRETE AND
STEELWORK NOTES
;:; SHOWN IS";;u
-"'.•..•..
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~ Ow MCUAPPROVAL HORIZDATLf.l P1ol171117
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Rev Dale Revision DesCli lion
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VERTOATUMAHO PM 17817
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