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19630-STRUCTURAL Drawings 15.06.21
Attached to the e-mail Operational Works Application OPW21/0189 - DA Form 1 Application Driveway crossovers & Stormwater Discharge connection 13-15 Hilton Esplanade Tewantin.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
PANEL DRAINAGE AT ALL TIMES.
GENERAL NOTES REINFORCED CONCRETE TIMBER
1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWINGS 1 ALL CONCRETE WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF 1 ALL THE WORK IN STRUCTURAL TIMBER IS TO BE EXECUTED IN ACCORDANCE WITH THE
AND THE SPECIFICATION. ANY DISCREPANCY TO BE REFERRED TO THE ENGINEER IN CURRENT EDITION OF -
§ AS 3600 - SAA CONCRETE STRUCTURES
WRITING.
§ AS 1684 - NATIONAL TIMBER FRAMING CODE
§ AS 1379 - READY-MIXED CONCRETE
2 ALL DIMENSIONS ARE TO BE CHECKED ON SITE BEFORE WORK COMMENCES.
§ AS 1720 - SAA TIMBER STRUCTURES CODE
2 THE CONCRETE SHALL BE BATCHED USING: BLENDED CEMENT (25% FLYASH : 75% PORTLAND
3 DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS.
CEMENT) § AS 1328 - GLUED LAMINATED STRUCTURAL TIMBER.
4 THE BUILDER IS RESPONSIBLE FOR TEMPORARY WORKS INCLUDING TEMPORARY PROPPING
3 THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE CONCRETE (f'c) MUST NOT BE LESS 2 THE TIMBER USED MUST BELONG TO STRESS GRADE F17 (UNLESS NOTED OTHERWISE), AND
ETC. CONTACT ENGINEER IF INSPECTION/INPUT REQUIRED.
THAN: 32MPa AT 28 DAYS U.N.O. BE IN-GROUND DURABILITY 1 OR 2, AS GIVEN IN THE CURRENT EDITION OF THE TIMBER
5 ENGINEER TO BE CONTACTED FOR INSPECTION OF FRAMING PRIOR TO SHEETING - 24 HOURS ENGINEERING CODE.
NOTICE MINIMUM. 4 THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF THE
CURRENT EDITION OF AS 3600 (PROJECT ASSESSMENT REQUIRED). 3 ALL TIMBER SHALL BE TERMITE TREATED AS FOLLOWS:
6 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH:
5 THE MAXIMUM SIZE OF AGGREGATE SHALL BE 20mm. § EXTERNAL IN GROUND CONTACT - H5 TREATED
- THE ARCHITECT'S DRAWINGS
6 THE CONCRETE SHALL SLUMP TEST AT 100mm UNLESS OTHERWISE NOTED § EXTERNAL NOT IN GROUND CONTACT - H3 TREATED
- THE CIVIL ENGINEERING DRAWINGS
7 ALL CONCRETE TO BE VIBRATED. § INTERNAL FRAMING - H2 TREATED
- THE GEOTECHNICAL / SOILS REPORT
8 NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWING SHALL 4 ALL EXTERNAL NUTS, BOLTS, WASHERS, FRAMING ANCHORS AND SCREWS TO TIMBER
- THE HYDRAULIC AND SERVICE CONSULTANTS DRAWINGS BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. FRAMING SHALL BE TO BE STAINLESS STEEL. PROVIDE NYLON SEPARATION WASHERS TO
BETWEEN STAINLESS STEEL FIXINGS AND MILD/GALV STEEL.
7 THE BUILDING HAS BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS - 9 PLASTIC CHAIRS OR CONCRETE BLOCKS TO BE USED TO SUPPORT REINFORCEMENT AND
GIVE THE CORRECT CONCRETE COVER. 5 ALL INTERNAL NUTS AND BOLTS AND WASHERS SHALL BE GALVANISED.
§ ROOF 0.25 kPa
10 UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE OUTSIDE 6 PRE-GREASE ALL BOLTS, NUTS & WASHERS, & FRAMING ANCHORS WITH LANOTEC GREASE
§ GENERAL AREAS 1.5kPa (SELF CONTAINED DWELLING)
FACE OF ANY REINFORCEMENT IS TO BE AS FOLLOWS: PRIOR TO INSTALLATION.
§ BALCONIES 2.0kPa (SELF CONTAINED DWELLING)
· EXTERNAL SLABS - 50mm TOP AND SIDES 7 THE CONTRACTOR IS FINALLY TO TIGHTEN ALL BOLTS BEFORE HANDING OVER THE JOB FOR
8 THE BUILDING HAS BEEN DESIGNED FOR THE FOLLOWING WIND LOADS PER AS4055: 12 AND 16mm BOLTS THE BOLT HOLES ARE TO BE 2mm OVER SIZE. FOR 20mm BOLTS THE
· INTERNAL SLABS - 40mm TOP AND 50mm SIDES BOLT HOLES ARE TO BE 3mm OVER SIZE.
§ REGION B; TERRAIN CATEGORY 2.5; TOPOGRAPHIC T1
· FOOTINGS - 75mm 8 TIMBER DECKING BOARDS ARE SHALL BE AS FOLLOWS (U.N.O):
§ DESIGN GUST WIND SPEED (ULTIMATE LIMIT STATE = ULS) OF 50m/s (N3-W41); 11 CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED BY THE ENGINEER.
(SERVICABILITY LIMIT STATE SLS = 32m/s) § BALCONIES/DECKS: 140 x 19 F17 HWD DECKING (“DECKWOOD” OR APPROVED EQUAL
12 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE POURED SHALL BE RECOMMENDED)
§ WIND PRESSURE FOR WALLS = 2.7kPa ULS (1.1 kPa SLS). THOROUGHLY SCABBLED.
TIMBER QUALITY (REFER ARCHITECT ALSO)
13 ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED METHOD FOR SEVEN (7)
DIMENSIONS/LEVELS DAYS IMMEDIATELY CONCRETE IS HARD. TIMBER WILL BE GRADED AND AUDITED UNDER A QUALITY CONTROL PROGRAMME CONFORMING TO
ISO 9002. AT THE TIME OF GRADING, THE BOTTOM AND SIDES OF THE PLANK SHALL CONFORM TO AS
1. CONSTRUCTION TO BE SET OUT USING: DIMENSIONS FROM ARCHITECT'S DRAWINGS 14 FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC MATTER IS
2082, STRUCTURAL GRADE NO,2 ALL EXPOSED SURFACES OF DECK TO CONFORM TO STRUCTURAL
2. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. TO BE REMOVED AND REPLACED BY AN APPROVED CONSOLIDATED FILLING MATERIAL
GRADE 1 AND THE FOLLOWING.
COMPACTED TO 95% M.M.D.D. IN ACCORDANCE WITH AS 3798 TABLE 5.1
TEMPORARY WORKS FREE FROM THE FOLLOWING ON THE SAWN (UPPER) FACE-
REINFORCEMENT · LOOSE & UNSOUND KNOTS
CONTRACTOR IS RESPONSIBLE FOR:
1. MAINTAINING THE WORKS IN A SAFE, STABLE CONDITION AT ALL TIMES. ENSURE WORK R1. BAR SCHEDULE - · SHAKES
ITEMS/PARTS ARE NOT OVER-STRESSED AT ANY TIME. - N - TYPE 500N HOT ROLLED HIGH YIELD BARS TO AS 4671.
· LOOSE GUM VEINS
2. OBTAINING RPEQ DESIGN AND INSTALLATION CERTIFICATION FOR TEMPORARY WORKS: STRUTS, - R - TYPE 250R HOT ROLLED PLAIN BARS TO AS 4671.
PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE BACKS, EXCAVATION - S - TYPE 250S HOT ROLLED DEFORMED BARS TO AS 4671. · KNOT HOLES
SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS, FORMWORK, EARLY LOADING OF - SL - SQUARE RIB MESH TO AS 4671.
STRUCTURES AND THE LIKE. - RL - RECTANGULAR RIB MESH TO AS 4671. · TERMITE GALLERIES
3. INSTALLING SUITABLE AND STRONG BARRIERS FOR THE PROTECTION AND SAFEGUARDING OF · WANT, WANE & BARK
TRAFFIC AND PEDESTRIANS. R2. REINFORCEMENT LAP SPLICE LENGTHS (U.N.O ON DRAWINGS)
- N12 BAR AND TRENCH MESH = 450mm · CHECKS WIDER THAN 1mm
- N16 BAR = 700mm
EXISTING SERVICES · END SPLITS WIDER THAN 1mm
- REINFORCING MESH TO BE LAPPED 225mm MIN.
1. THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES BEFORE · INCLUDED BARK
COMMENCEMENT OF WORK ON SITE: LOCATE SERVICES ADJACENT TO STRUCTURE BY
CONCRETE BLOCK MASONRY:
POTHOLING BEFORE COMMENCING CONSTRUCTION. PROTECT SERVICES FROM DAMAGE. CB1. CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH: AS3700 MASONRY STRUCTURES + AS · BORER HOLES LARGER THAN 3mm
4455 - CONCRETE BUILDING BLOCKS, WITH THE FOLLOWING MODIFICATIONS. IN ADDITION, PERMITTED DEFECTS SHALL NOT COVER MORE THAN 15% OF THE TOP FACE.
ENGINEERING INSPECTION SCHEDULE (HOLD POINTS) PERMISSIBLE DEFECTS ON THE UPPER FACE MAY INCLUDE 1 ONLY BORER HOLE UP TO 6mm
CB2. MATERIALS SHALL BE AS FOLLOWS:
ES1. ARRANGE FOR FORM 16 CERTIFICATION OF WORKS DURING CONSTRUCTION BY AN § BLOCK THICKNESS: REFER DRAWINGS. DIAMETER PER PLANK.
EXPERIENCED RPEQ ENGINEER.
§ BLOCK TYPE: SHALL BE “H” (SINGLE WEB) BLOCKS - 20.48 FOR LONG LIFE. BLOCK STRENGTH: FRAMING & BRACING NOTES
ES2. GIVE AT LEAST 48 HOURS NOTICE OF NECESSARY ENGINEERING SITE INSPECTIONS. THE
STRENGTH CLASSIFICATION 12.
FOLLOWING INSPECTIONS / HOLD-POINTS ARE RECOMMENDED AS A MINIMUM: 1 ALL METAL ROOF SHEETING SHALL BE FIXED IN ACCORDANCE WITH THE MANUFACTURER'S
- FOUNDATION MATERIAL BEFORE PLACING BLINDING CONCRETE/DAMP PROOF § LAYING PATTERN: SHALL BE STRETCHER BOND PATTERN, UNO.
WRITTEN SPECIFICATION FOR THE WIND LOAD STATED IN GENERAL NOTES.
MEMBRANES/FIXING REINFORCEMENT (HOLD POINT)
§ CLEANOUT BLOCKS SHALL BE USED AS THE BASE OF WALLS 2 U.N.O PROVIDE: 75 x 35 F17 KD HWD. ROOF BATTENS AT 900 MAX CRS. FIX TO EACH RAFTER WITH
- PROVISION OF PILE CERTIFICATION FROM CONTRACTOR (HOLD POINT) § BLOCKFILL: N32/10, SLUMP 150mm TO 200mm 1 - 90mm No. 14 TYPE 17 SCREW.
- ALL REINFORCING TO PILES, FOOTINGS, SLABS, COLUMNS, BEAMS, AND MASONRY WALLS,
PRIOR TO POURING CONCRETE § ALL BLOCKWORK CORES TO BE FILLED, UNO, FOR LONG LIFE 3 WHERE WALLS DASHED AND “X” WALL ROD TIE DOWNS SHOWN - PROVIDE STRUCTURAL
- STRUCTURAL STEEL AND FRAMING AND CONNECTIONS § MORTAR PROPORTIONS = 1 CEMENT: 0.25 HYDRATED LIME : 3 SAND (OR EQUIVALENT PLYWOOD SHEETED BRACING WALL (6.4kN/m) FIXED IN ACCORDANCE WITH MANUFACTURER'S
CEMENT - SAND MORTAR WITH PLASTICISER). WRITTEN SPECIFICATION.
EARTHWORKS NOTES
4 ROOF BRACING TO BE FIXED TO TOP OF EACH INTERSECTING RAFTER WITH 12G SCREW;
1. SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE SITE. THIS MATERIAL IS § MORTAR 28 DAY COMPRESSIVE STRENGTH: 11MPa MINIMUM.
TYPICAL.
NOT SUITABLE FOR USE AS FILL ON THIS SITE. § REINFORCEMENT: SHALL BE “N” GRADE D500N HOT ROLLED HIGH YIELD DEFORMED BARS TO
5 ALL TIMBER WALL FRAMING SHALL BE SEASONED MGP12 H2 TREATED, UNLESS NOTED
2. THE WHOLE OF THE EXCAVATED LEVEL IS TO BE PROOF ROLLED AND ANY UNSUITABLE GROUND, AS 4671 UNO.
OTHERWISE. PROVIDE CONTINUOUS ROWS OF NOGGINGS AT 1350 MAX. CRS:
AS DIRECTED BY THE ENGINEER, IS TO BE EXCAVATED AND REMOVED FROM SITE. THIS
§ REINFORCEMENT COVER: 50mm MINIMUM FROM OUTSIDE OF BLOCK, UNO.
MATERIAL IS TO BE REPLACED WITH IMPORTED APPROVED FILL. 6 EXTERNAL WALLS (UNLESS NOTED OTHERWISE):
3. IMPORTED APPROVED FILL TO HAVE A MIN. CBR SPECIFICATION OF 15%; MAX. STONE SIZE OF CB3. CONTRACTOR TO ENSURE THE FOLLOWING:
100mm; MAX. PLASTICITY INDEX OF 20% AND MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO § 2/90 x 45 MGP12 TOP PLATE,
§ TOP OF FOOTING SHALL BE SCABBLED.
BE PLACED IN MAX. 200mm LAYERS AND COMPACTED TO: § 90 x 45 MGP12 STUDS AT 450 CRS. UP TO 3000 HEIGHT,
- COHESIONLESS SOILS - DENSITY INDEX NOT LESS THAN 70% (AS 1289 TEST 5.6.1) § JOINT MORTAR SHALL BE TRIMMED FLUSH WITH THE INSIDE FACE OF THE CAVITY.
- SOILS CONTAINING CLAY OR SILT FINES - DENSITY RATIO NOT LESS THAN 98% STANDARD § VERTICAL BARS SHOULD BE TIED TO THE STARTERS THROUGH THE CLEANOUTS. § 90 x 45 MGP12 STUDS AT 300 CRS. TO 3700 HEIGHT,
( AS 1289 TEST 5.1.1 ) § 90 x 45 MGP12 BOTTOM PLATE.
§ CLEAN OUTS SHALL BE FORMED WITH TIMBER FORMS. AVOID BESSER BISCUITS, FOR SAFETY
PILING REASONS. 7 STUDS AT SIDE OF OPENINGS:
UNLESS NOTED OTHERWISE REINFORCING SHALL BE:- § UP TO 2100 WIDTH = 2 x COMMON STUDS
1. PILES ARE TO BE DESIGNED AND INSTALLED BY THE CONTRACTOR USING THE PARAMETERS
190mm WALL - 20.48 BLOCKS
OUTLINED IN THE GEOTECH/SOILS REPORT AS A GUIDE - THE CONTRACTOR IS TO ALLOW FOR § UP TO 3000 WIDTH = 3 x COMMON STUDS
§ -N16 AT 400 VERTICAL - 600 LAPS
ANY OTHER ADDITIONAL GEOTECHNICAL TESTING REQUIRED BY THEIR PILE INSTALLER.
§ -N12 AT 400 HORIZONTAL - 600 LAPS (INCLUDING ' L ' BARS AT CORNERS UNLESS NOTED 8 INTERNAL WALLS (UNLESS NOTED OTHERWISE):
2. THE CONTRACTOR SHALL PROVIDE CERTIFICATION BY AN RPEQ THAT ALL PILES HAVE BEEN
OTHERWISE)
DESIGNED AND INSTALLED IN ACCORDANCE WITH THE RELEVANT STANDARDS, THIS § 2/90 x 45 MGP12 TOP PLATE
SPECIFICATION, A 50 YEAR DESIGN LIFE, AND SPECIFIED LOAD REQUIREMENTS. STEELWORK § 90 x 45 MGP12 STUDS AT 450 CRS.
3. PILES MUST FOUND AT DEPTHS TO ACHIEVE THE SPECIFIED SAFE WORKING LOAD, AS PER PILE 1 ALL STEELWORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF AS § 90 x 45 MGP12 BOTTOM PLATE
INSTALLER'S DESIGN. 4100 - SAA STEEL STRUCTURES
9 “X” = INDICATES M12∅ ANCHOR ROD / BOLT
4. SCREW PILES SHALL PROVIDED WITH CORROSION PROTECTION FOR EXPOSURE § AS 1554 - SAA STRUCTURAL STEEL WELDING
CLASSIFICATION = MODERATE. SCREW PILES SHALL BE FILLED WITH 25MPa CONCRETE GROUT. 10 ALL WALL FRAMING SHALL BE FIXED, TOP, BOTTOM AND SIDES, TO STRUCTURAL FRAME WITH
§ AS 1627 - METAL FINISHING - PREPARATION AND PRETREATMENT OF SURFACES RAMSET FIXINGS AT 450 CRS.
5. THE PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION DAMAGE, OR OTHER
DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC. DUE TO PILING OPERATIONS. ANY 2 TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OR 11 ALL FRAMING ANCHORS, NAILING PLATES AND STRAPS SHALL BE FIXED AT EACH FACE OR LEG
SUCH DAMAGE INCURRED IS TO BE RECTIFIED AT THE PILING CONTRACTORS EXPENSE. ARCHITECT AS APPROPRIATE AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING WITH 4/2.8∅ GALV. FLATHEAD NAILS UNLESS NOTED OTHERWISE.
3 UNLESS OTHERWISE NOTED THE SIZE OF THE FILLET WELDS SHALL BE 6mm. 12 TOP OF BRACING WALLS SHALL BE FIXED TO ROOF STRUCTURE IN ACCORDANCE WITH AS
RETAINING WALLS 1684.2-N4-8.22 BOTTOM OF BRACING WALLS SHALL BE FIXED TO FLOOR STRUCTURE IN
4 ALL INTERNAL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL BE
1. NO ADDITIONAL LOADS SHOULD BE APPLIED TO THE RETAINING WALLS. PREPARED; CLEANED; AND PRIMED WITH A COMPATIBLE ZINC RICH 2-PAK EPOXY. ACCORDANCE WITH AS 1684.2-N4-8.24.
2. THE FOUNDATION MATERIAL ADJACENT THE BASE OF THE FOOTINGS MUST NOT BE EXCAVATED TERMITE PROTECTION:
5 ALL EXTERNAL STEELWORK UNLESS OTHERWISE NOTED, SPECIFIED OR APPROVED, SHALL
IN THE FUTURE, AND ANY EROSION MUST BE REPAIRED/REINSTATED IMMEDIATELY.
BE HOT DIPPED GALVANISED INCLUDING NUTS, BOLTS and WASHERS TO AS 1650. AND 1. BUILDING STRUCTURES SHALL BE PROTECTED FROM TERMITES USING ALL OF THE FOLLOWING
3. THE FOOTINGS FOR THE RETAINING WALLS SHALL BE FOUNDED ON NATURAL SUBGRADE -
PREPARED BY BRUSH/WHIP BLASTING; AND SHOP PRIMED WITH A COMPATIBLE ZINC RICH METHODS:
COMPACTED TO MIN. 95% RDD TO ACHEIVE A MINIMUM ALLOWABLE BEARING CAPACITY OF
EPOXY (75MICRONS D.F.T); THEN TOP-COATED WITH A COMPATIBLE POLYURETHANE
100KPa. THE FOUNDATION MATERIAL IS TO BE CHECKED BY A REGISTERED GEOTECHNICAL § TIMBER FRAMING SHALL BE CHEMICALLY TREATED IN ACCORDANCE WITH THE TIMBER
(75MICRONS D.F.T);. OR AN ALTERNATE PAINT SYSTEM FOR THE STEELWORK MAY BE
ENGINEER OR APPROVED EQUIVALENT (THE ARCHITECT OR ENGINEER) BEFORE THE POURING FRAMING NOTES ON THIS DRAWING
SUBMITTED FOR APPROVAL.
OF THE FOUNDATIONS IS COMMENCED.
4. PROVIDE ADEQUATE PROTECTION TO ALL ADJACENT IN-GROUND SERVICES 6 CONTACT SURFACES OF STEELWORK WITH TIMBER OR CONCRETE SHALL BE PREPARED; § UNDERSIDE AND PERIMETER OF BUILDING SLABS SHALL BE TREATED WITH A CHEMICAL
5. TANKING - WHERE SPECIFIED ON THE DRAWINGS, THE BACK OF RETAINING WALLS SHALL BE AND PAINTED WITH A COMPATIBLE EPOXY OR BITUMINOUS PAINT. BARRIER SYSTEM IN ACCORDANCE WITH AS3660.1. ANY PROPOSED ALTERNATIVES SHALL BE
SEALED WITH BITUMEN BASED TANKING TO CONTROL STAINING OF THE CONCRETE WALL FACE. SUBMITTED TO THE SUPERINTENDENT FOR APPROVAL.
7 THE STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTION OF THE
TANKING TO BE DAVCO “BITKOTE NO. 3” OR EQUAL. A BANDAGE SHALL BE PROVIDED TO THE STEELWORK AND BOLT HOLES AND CLEATS NECESSARY FOR THE ERECTION OF TIMBER § THE VERTICAL FACE OF BUILDING SLABS SHALL BE EXPOSED IN ACCORDANCE WITH AS3660.1
BASE JOINT WITH FOOTING AS PART OF THE WATERPROOFING. WORK AS SHOWN, NOTED OR IMPLIED ON THESE DRAWINGS OR THE ARCHITECT'S TO PERMIT READY DETECTION OF TERMITE ENTRY
6. THE FINISHED SURFACE SLOPE ABOVE AND BELOW RETAINING WALLS MUST NOT EXCEED THE DRAWINGS AND SPECIFICATION.
SLOPES & LEVELS SHOWN. NO ADDITIONAL BACKFILL CAN BE ADDED ABOVE THE WALL. IN NO § A DURABLE TERMITE PROTECTION NOTICE SHALL BE PERMANENTLY FIXED TO THE BUILDING
CIRCUMSTANCES SHALL THE FINISHED SLOPE EXCEED 27 DEGREES (1 VERTICAL IN 4 IN ACCORDANCE WITH THE BUILDING CODE OF AUSTRALIA
HORIZONTAL)
7. DO NOT USE LARGE COMPACTION EQUIPMENT CLOSE TO THE BACK OF RETAINING WALLS.
BACKFILL BEHIND RETAINING WALLS SHALL BE COMPACTED IN 100mm LAYERS USING LIGHT
TAMPING OR HANDHELD 'WACKER PACKER' EQUIPMENT. PROTECT GEOTEXTILE FABRIC OF
PANEL DRAINAGE AT ALL TIMES.
REINFORCED CONCRETE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS H GRAY
copyright in accordance with the P & R TAYLOR Designed Verified
PROPOSED NEW RESIDENCE GENERAL NOTES SHEET AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
S PRYSTUPA H GRAY 13-15 HILTON ESPLANADE TEWANTIN Drawing Number
D 15.06.21 REVISED TO SUIT ARCH CHANGES AV
used for this specific project.
C 10.03.21 REVISED TO SUIT ARCH CHANGES AV
Approved
S PRYSTUPA
RPEQ No
1137
RDP 19630-S02
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 4.03.21 ISSUED FOR TENDER AV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 11.02.21 PRELIMINARY ISSUE AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
15.06.21
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
2 of 12 D
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