Driveway Crossover 291116 · OPW16/0270

GENERAL NOTES

¢ THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER
CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS
MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALL BE
REFERRED TO THE SUPERINTENDENT FOR DECISION BEFORE PROCEEDING WITH THE WORK.

¢ ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE
CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE ENGINEER'S
DRAWINGS SHALL NOT BE SCALED.

e DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE
STRUCTURE IN A STABLE CONDITION AND ENSURE NO PART IS OVER-STRESSED,

e WHERE EXCAVATION WORK IS TO BE CARRIED OUT ADJACENT TO EXISTING FOOTINGS, THE EXACT
LEVEL OF THE UNDERSIDE OF THE FOOTINGS SHALL BE OBTAINED BY TEST PITS PRIOR TO
EXCAVATION, UNDERPINNING AND SHORING OF THE STRUCTURE SHALL BE CARRIED OUT AS
REQUIRED AND THE EXISTING STRUCTURE SHALL BE MAINTAINED IN A STABLE AND UNDAMAGED
CONDITION,

« WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT SAA
CODES (INCLUDING ALL AMENDMENTS) AND THE STATUTORY AUTHORITIES REQUIREMENTS,
EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

e ALL DIMENSIONS ARE IN MILLIMETRES, UNLESS NOTES OTHERWISE. ALL LEVELS ARE EXPRESSED
IN METRES,

FOOTING NOTES
e ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIALS AND WATER,

e WHERE VERIFIED FOUNDATION MATERIAL IS BELOW THE UNDERSIDE OF FOOTINGS AS DETAILED,
BACKFILL ADDITIONAL EXCAVATION WITH WEAK MIX CONCRETE.

¢ SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE |S NOT STABLE.

e ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS, UNLESS
OTHERWISE NOTED ON THE DRAWINGS.

e UNLESS APPROVED BY THE SUPERINTENDENT, EXCAVATIONS SHALL NOT EXTEND BELOW A LINE
DIPPING AT 30° AND AWAY FROM THE NEAREST UNDERSIDE CORNER OF ANY FOOTINGS.

CONCRETE NOTES

e« ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600,

« ALL SLABS ON GROUND TO BE CAST ON A WATERPROOF MEMBRANE ON A 50mm SAND BED.
MEMBRANE IS TO EXTEND UNDER INTEGRAL GROUND BEAMS AND IS TO BE EXTENDED A MINIMUM
OF 200mm DOWN THE FACE OF DEEP BEAMS. MEMBRANE |S TO BE POLYETHYLENE FILM 0.2mm
THICK AND IMPACT RESISTANT. LAP JOINTS 200mm AND SEAL THE LAPS WITH WATERPROOF
ADHESIVE TAPE. SEAL PENETRATIONS WITH WATERPROOF TAPE.

¢ PROVIDE A TERMITE BARRIER IN ACCORDANCE WITH AS3660.I,

e« ALL CONCRETE TO BE VIBRATED,

« CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.
MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- I5mm. Fic - 25MPa.

BLOCKWORK NOTES

¢ BLOCKWORK SHALL NOT BE FILLED TO A HEIGHT OF GREATER THAN 2400mm, DURING ANY ONE
POUR,

« CONCRETE BLOCKS TO HAVE A CHARACTERISTIC STRENGTH OF IS5MPa MINIMUM.
e BUILD ALL FIXINGS FOR ARCHITECTURAL DETAILS,

e« ALL BLOCKWORK MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AS3700. BLOCKS FOR USE
IN REINFORCED CONCRETE FILLED WALLS SHALL BE 20.48 ¢ 15.48 SERIES.

* MORTAR SHALL BE MIXED BY MECHANICAL MIXERS IN ACCORDANCE WITH ASI23 IN THE FOLLOWING
PROPORTIONS BY VOLUME OF- PORTLAND CEMENT : HYDRATED LIME : CLEAN PIT SAND,
- BELOW DAMP COURSE LEVEL | 0.25 : 3
- ABOVE DAMP COURSE LEVEL | [: 6
ALL BLOCKS SHALL BE LAID ON A FULL BED OF MORTAR,

 

e ALL WALLS SHALL BE BONDED OR TIED AT THEIR INTERSECTIONS.

« REINFORCED CONCRETE MASONRY WALLS SHALL BE FILLED WITH GROUT OF F'c = 20MPa; SLUMP =
225mm; MAXIMUM AGGREGATE SIZE = 5mm; CLEAN OUT BLOCKS SHALL BE EMPLOYED IN THE
BOTTOM COURSE AND ALL MORTAR DROPPINGS RAKED OUT PRIOR TO FILLING.

* GROUT FILLING SHALL BE THOROUGHLY RODDED USING A PLAIN ROUND BAR,

TIMBER NOTES

e« ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN
ASI684 NATIONAL TIMBER FRAMING CODE WIND CLASSIFICATION N3.

¢« ALL TRUSSES TO BE DESIGNED BY THE MANUFACTURER TO THE WIND LOAD SPECIFIED, THE
TRUSS MANUFACTURER IS TO SPECIFY THE TIEDOWN TO TOP PLATE APPROPRIATE TO THE
SPECIFIED DESIGN WIND VELOCITY,

« ALL TIE DOWN DETAILS TO BE SUBMITTED TO THE SUPERINTENDENT FOR VERIFICATION.

STRUCTURAL STEELWORK NOTES

« ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4I00, AS/NZ94600,
AS/NZSI554 AND AS/NZSHB62.

« UNLESS NOTED OTHERWISE, ALL STEEL SHALL BE:
- GRADE 300 PLUS FOR HOT ROLLED SECTIONS,
GRADE 300 PLUS FOR WELDED SECTIONS (WB, WC).
- GRADE 300 PLUS FOR MERCHANT BAR (ROUND, SQUARE AND FLAT).
- GRADE 250 FOR PLATES.
- GRADE C350 FOR RHS, SHS AND CHS.

‘

 

* COMMERCIAL GRADE BOLTS SHALL CONFORM TO AS/NZSIII| AND AS4I00. HIGH STRENGTH
STRUCTURAL BOLTS SHALL CONFORM TO AS/NZS5I252 AND AS4I00. WELDS SHALL CONFORM TO
AS/NZ51554 AND WELDING ELECTRODES TO AS/NZSI553.

« ALL DETAILS, GAUGE LINES, ETC, WHERE NOT SPECIFICALLY SHOWN ARE TO BE IN ACCORDANCE
WITH AISC DESIGN CAPACITY TABLES FOR STRUCTURAL STEEL AND AISC STANDARDISED
STRUCTURAL CONNECTIONS,

¢ BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL SUBMIT COPIES OF THE SHOP
DRAWINGS TO RIENMAC FOR REVIEW. REVIEW DOES NOT INCLUDE CHECKING OF DIMENSIONS.

e UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE 6mm CONTINUOUS FILLET FROM E48XX
ELECTRODES, ALL WELDS SHALL BE CATEGORY SP,

« ALL BOLTS SHALL BE GRADE 8.8/5 UNLESS NOTED OTHERNISE.
ALL BOLTS SHALL BE M20, UNLESS NOTED OTHERNISE.

« ALL CLEATS AND GUSSETS SHALL BE l0mm PLATE, UNLESS NOTED OTHERWISE.

« CONCRETE ENCASED STEELWORK SHALL HAVE A MINIMUM OF 50mm OF CONCRETE ENCASEMENT
REINFORCED WITH W5 WIRE WRAPPING AT 150 CRS OR FGW4I FABRIC, UNLESS NOTED OTHERNISE.

¢ STRUCTURAL STEELWORK SHALL HAVE THE FOLLOWING SURFACE TREATMENT IN ACCORDANCE
WITH AS/NZS2312, UNLESS NOTED OTHERNISE.

ELEMENT SURFACE CLEANING PRIME COAT TOP COATS
ALL STEELWORKSs~=~<CS~sSs*~*~S*«SS MICRONS =—SCREFER ARCHITECT
WITHIN AIRSEAL CLASS | ZINCPHOSPHATE

OF BUILDING

ALL STEELWORK HOT DIP REFER ARCHITECT
OUTSIDE AIRSEAL CLASS 2.5 GALVANISED

OF BUILDING

« MEMBERS TO BE ENCASED IN CONCRETE OR FIRE SPRAYED MUST NOT BE PAINTED.

« ALL HOT DIP GALVANISED MEMBERS SHALL BE PROVIDED WITH VENT AND DRAINAGE HOLES IN
ACCORDANCE WITH THE GALVANISER'S RECOMMENDATIONS.

e« WHERE MEMBERS SHOWN ON THE STRUCTURAL OR ARCHITECTURAL DRAWINGS ARE REQUIRED TO
BE CURVED, BENT OR ROLLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE METHODS
REQUIRED TO ACHIEVE THE REQUIRED SHAPES WITHOUT LOCALISED DISTORTION OF THE MEMBERS,

«TRIMMING MEMBERS FOR MECHANICAL/HYDRAULIC PENETRATIONS ARE NOT NECESSARILY SHOWN.

¢ TRIMMING MEMBERS FOR VALLEYS, FREE EDGES, RIDGES, ETC ARE NOT NECESSARILY SHOWN.
REFER TO PURLIN MANUFACTURER'S FOR DETAILS,

¢  F.S.B.W. INDICATES COMPLETE PENETRATION FULL STRENGTH BUTT WELD.

« THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL PERMANENT BRACING ELEMENTS
ARE CONSTRUCTED, SUCH TEMPORARY BRACING AS IS NECESSARY TO STABILISE THE STRUCTURE
DURING ERECTION,

¢ ROOF AND/OR WALL SHEETING SHALL BE FIXED TO PURLINS OR GIRTS IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS,

¢ CAP HOLLOW SECTIONS WITH 3mm END PLATES, UNO,

« FOR GALVANISED COATINGS, REPAIR DAMAGE AND SITE WELDS WITH TWO COATS OF TWO PACK
EPOXY POLYAMIDE ZINC-RICH PAINT CONTAINING A MINIMUM 92% ZINC DUST IN THE DRY FILM.

¢« GROUT UNDER BASEPLATES TO BE HIGH STRENGTH CEMENTITIOUS, NON-SHRINK MASTERFLOW 870
or EQUIVALENT, UNO,

 

This drawing is not to be copied or amended without written
permission fram Rienmoc Consulting Engineers

RIENMAC eryit

A.B.N. 52 010 666 430 A.C.N.

O10 666 430

CONSULTING CIVIL €&
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

[37 BRISBANE ROAD,

(PO BOx |44)
MOOLOOLABA QLD 4557

P:- (07) 5478 250
F

 

 

(07) 5444 |I5q
- info@rienmac,biz|

[email protected]!
Web:- www.rienmac bi:

 

CLIENT:

GREEN EARTH HOMES

PROJECT:

PROPOSED RESIDENCE

22 LITTLE COVE ROAD
NOOSA HEADS QLD 4567

REAL PROPERTY DESCRIPTION ¢ COUNCIL:

LOT 52, RP 52418

PARISH OF WEYBA, COUNTY OF MARCH

NOOSA SHIRE COUNCIL
DRAWING TITLE:

GENERAL NOTES
CONCRETE NOTES

 

Designed: PLR

Drawn:

LR

 

SCALES:

 

Engineer: PLR

DATE: 7 OCT 6

 

16427

JOB NUMBER

S10

DWG No.

 

A

ISSUE

 

 

 

PETER RIENECKER - RPEQ 2088 | | DO NOT SCALE OFF DRAWINGS, | A3

 

 

SHEET lo OF 12

 

CHECKED:

PLR