6. Attachment C - Engineering (incl Driveway detail)

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 10 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.

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

WHERE EXCAVATION WORK IS TO BE CARRIED QUT 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

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

FOOTING NOTES

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

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 IS NOT STABLE.
ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

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

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 IS 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 AS3660.1.
ALL CONCRETE 10 BE VIBRATED.
CONCRETE QUALITY SHALL BE NORMAL CLASS, UNLESS NOTED OTHERWISE.

MAXIMUM AGGREGATE SIZE = 20mm.
SLUMP = 80mm +/- 15mm. F'c - 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 1SMPa MINIMUM.
BUILD ALL FIXINGS FOR ARCHITECTURAL DETAILS.

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 AS{23 IN THE FOLLOWING PROPORTIONS BY VOLUME OF-
PORTLAND CEMENT : HYDRATED LIME : CLEAN PIT SAND,

- BELOW DAMP COURSE LEVEL 1 : 0.25 : 3

- ABOVE DAMP COURSE LEVEL 1 : 1: 6

ALL BLOCKS SHALL BE LAID ON A FULL BED OF MORTAR.

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 = Smm; CLEAN OUT BLOCKS SHALL BE EMPLOYED IN THE BOTTOM COURSE AND ALL MORTAR DROPPINGS RAKED QUT PRIOR
TO FILLING

GROUT FILLING SHALL BE THOROUGHLY RODDED USING A PLAIN ROUND BAR.

TIMBER NOTES

ALL TIMBER ELEMENTS AND CONSTRUCTION DETAIL ARE TO COMPLY WITH THE DETAILS GIVEN IN AS1684 NATIONAL TIMBER
FRAMING CODE.

STRUCTURAL STEELWORK NOTES
¢ ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100, AS/NZS4600, AS/NZS1554 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 (350 FOR RHS, SHS AND CHS.

¢ COMMERCIAL GRADE BOLTS SHALL CONFORM TO AS/NZS1111 AND AS4100. HIGH STRENGTH STRUCTURAL BOLTS SHALL
CONFORM TO AS/NZS1252 AND AS4100. WELDS SHALL CONFORM 10 AS/NZS1554 AND WELDING ELECTRODES TO AS/NZS1553.

¢ — ALL DETAILS, GAUGE LINES, ETC, WHERE NOT SPECIFICALLY SHOWN ARE 10 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.

* 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/S UNLESS NOTED OTHERWISE.
ALL BOLTS SHALL BE M20, UNLESS NOTED OTHERWISE.

¢ — ALL CLEATS AND GUSSETS SHALL BE 10mm 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 FGW41 FABRIC, UNLESS NOTED OTHERWISE.

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

 

ELEMENT SURFACE CLEANING PRIME COAT TOP COATS

ALL STEELWORK 75 MICRONS REFER ARCHITECT
WITHIN AIRSEAL CLASS 1 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.

¢ 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 10 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 10 PURLIN
MANUFACTURER'S FOR DETAILS.

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

e 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 10 BE HIGH STRENGTH CEMENTITIOUS, NON-SHRINK MASTERFLOW 870 or EQUIVALENT, UNO.

 

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:

SUITE 5, FIRST FLOOR,

SAINT CIRINO, Em
137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

 

   

(07) 5349 0762
info@rienmac,net
1 WWW-rienmac net

 

 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD 4567

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

Designed: AW/PLR Drawn: AW

 

SCALES:

 

Engineer: PLR|DATE: 31 OCT 19

 

This draying is not lo be copied or amended yilhout
eitten permission from Rienmac Consulting Engineers

 

19544) S12) A

JOB NUMBER | DWG No. ISSUE

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 2 OF 14 CHECKED: PLR