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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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CONCRETE NOTES CONCRETE NOTES CONT. STRUCTURAL STEEL NOTES STRUCTURAL STEEL NOTES CONT.
GENERAL NOTES C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600 CURRENT C29 ALL UNREINFORCED MASONRY WALLS ARE TO BE SEPARATED FROM ABUTTING S1 DESIGN CONFORMS TO AS 4100. FABRICATION & ERECTION SHALL BE CARRIED OUT IN S20 FOR EACH GROUP OF ANCHOR BOLTS PROVIDE A TEMPLATE WITH SETTINGS OUT
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND EDITION WITH AMENDMENTS. ALL CONCRETE SHALL BE PLACED AND CURED IN CONCRETE WITH TWO LAYERS OF SUPER ALCOR. ACCORDANCE WITH THE PROVISIONS OF AS 4100. LINES CLEARLY MARKED FOR POSITIONING THE BOLTS WHEN CASTING IN
OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER ACCORDANCE WITH SECTION 19 AS 3600 WHERE CURING COMPOUND IS USED IT MUST BE
WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. APPLIED: (A) ONTO SLABS WITHIN 2 HOURS OF FINISHING OPERATION. (B) ONTO WALLS C30 MASONRY WALLS NOT COINCIDING WITH LOAD BEARING WALLS UNDER MUST NOT BE S2 UNLESS NOTED OTHERWISE, ALL STEEL SHALL CONFORM WITH THE FOLLOWING S21 GALVANISING SHALL BE TO AS 4680 (MEMBERS) OR AS 1214
ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT OR SUPERINTENDENT FOR AND COLUMNS IMMEDIATELY AFTER REMOVAL OF FORMWORK (NB PVA CURING BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING SAME HAS AUSTRALIAN STANDARDS IN RESPECT OF GRADE & CONDITIONS OF SUPPLY
DECISION BEFORE PROCEEDING WITH THE WORK. COMPOUND IS NOT ACCEPTABLE, USE WAX OR RESIN EMULSION, POLYTHENE SHEETING BEEN REMOVED. DISTRIBUTE MASONRY ON SLAB PRIOR TO CONSTRUCTING WALLS. THREADED FASTENERS
OR CONTINUOUS SPRAYS.) HORIZONTAL FORMWORK SHALL BE STRIPPED WHEN ROLLED SECTIONS: AS3679.1GRADE 300 COATING MASS: AVERAGE - 600 GRAMS PER SQ. METRE
G2. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF SITE WORK SHALL BE VERIFIED APPROVED BY THE ENGINEER. C31 FIRST SLAB BAR IS TO BE POSITIONED MAX 100mm FROM FACE OF BEAMS, R.C.C WALLS WELDED SECTIONS: AS3679.2GRADE 300
BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE AND SLAB THICKENINGS PARALLEL TO BAR. FIRST BEAM TIE TO BE PLACED MAXIMUM FLAT BARS: AS3679.1GRADE 300 MEMBERS
ENGINEER'S DRAWINGS SHALL NOT BE SCALED. SEE ARCHITECTURAL DRAWINGS FOR C2 LAPS TO REINFORCEMENT: 50mm FROM FACE OF COLUMN OR SUPPORTING WALL UNDER. PLATE/FLOOR PLATE: AS3678GRADE 250 COATING MASS: MINIMUM - 550 GRAMS PER SQ. METRE
ALL RELEVANT DIMENSIONS. BAR SLABS & WALL BEAMS HOLLOW SECTIONS AS1163GRADE C300
N12 550 700 C32 THE SUB CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE SO THAT INSPECTION PURLINS & GIRTS AS1397G450 Z350 S22 PROVIDE SURVEY CERTIFICATES RELATING TO ERECTED STEELWORK THAT CONFIRM
G3. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING N16 750 950 MAY BE MADE OF THE FOLLOWING: THAT TOLERANCES COMPLY WITH SECTION 15 OF AS 4100.
THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVER N20 950 1300 - MEMBRANE INSTALLATION THE SUB BASE (WHERE APPLICABLE) COPIES OF TEST CERTIFICATES CONFIRMING CONFORMANCE TO THE ABOVE
STRESSED UNDER CONSTRUCTION ACTIVITIES. N24 1200 1550 - REINFORCEMENT & TENDONS FIXED IN PLACE STANDARDS AND GRADES ISSUED BY SUPPLIER OF THE STEEL SHALL BE SUPPLIED TO S23 REMOVE ALL TEMPORARY CLEATS ON COMPLETION AND RESTORE THE SURFACE IN
N28 1450 1900 - CORES & EMBEDMENTS FIXED IN PLACE RECOR CONSULTING. AN APPROVED MANNER.
G4. WHERE EXCAVATION WORK IS TO BE CARRIED OUT ADJACENT TO EXISTING FOOTINGS. N32 1700 2300 - NO CONCRETE SHALL BE PLACED UNTIL INSPECTION IS COMPLETED
THE EXACT LEVEL OF THE UNDERSIDE OF THE FOOTING SHALL BE OBTAINED BY TEST S3 MEMBER SIZES SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS. S24 GROUT UNDER ALL BASE PLATES. BEFORE GROUTING, SUPPORT BASE PLATES ON
PITS PRIOR TO EXCAVATION UNDERPINNING AND SHORING OF THE STRUCTURE SHALL 8TM 450 C33 CONSTRUCTION SUPPORT PROPPING SHALL BE LEFT IN PLACE AS REQUIRED IN ORDER NO SUBSTITUTION IS PERMITTED WITHOUT AGREEMENT OF RECOR CONSULTING. STEEL PACKERS OR WEDGES. GROUT UNDER BASE PLATES AND INTO CORED HOLES
BE CARRIED OUT AS DETAILED AND THE EXISTING STRUCTURE SHALL BE MAINTAINED IN 11TM 650 TO AVOID OVERSTRESSING A COMPLETED FLOOR DUE TO CONSTRUCTION LOADING. ALL WITH CONBEXTRA GP NON-SHRINK GROUT OR EQUIVALENT, MINIMUM COMPRESSIVE
A STABLE AND UNDAMAGED CONDITION. BACK PROPPING SHALL BE APPROVED BY RECOR CONSULTING. S4 THE CONTRACTOR SHALL PREPARE WORKSHOP (SHOP DETAIL) DRAWINGS AND SHALL STRENGTH 20MPa,MIN. THICKNESS 15mm, MAX. THICKNESS 40mm
C3 CONCRETE STRENGTH GRADE & COVER FOR PARTICULAR ELEMENTS SHALL BE AS SUBMIT EITHER AN ELECTRONIC PDF FILE OR TWO HARD COPIES OF EACH DRAWING FOR
G5. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT FOLLOWS UNLESS NOTED OTHERWISE: C34 IF PLASTIC SHRINKAGE OF THE CONCRETE IS OBSERVED DUE TO RAPID DRYING OR EXAMINATION OF CONNECTION DETAILS. FABRICATION SHALL NOT COMMENCE UNTIL S25 STRUCTURAL STEEL TO BE CONCRETE ENCASED SHALL BE UNPAINTED AND
CURRENT S.A.A. CODES (INCLUDING ALL AMENDMENTS) AND THE LOCAL STATUTORY OTHER CONDITIONS, APPLY A SINGLE SPRAY COAT OF ALIPHATIC ALCOHOL THE WORKSHOP DRAWINGS HAVE BEEN REVIEWED, A REVIEW WILL BE PROVIDED FOR WRAPPED WITH SL41 FABRIC. THE GAP BETWEEN THE STRUCTURAL STEEL AND THE
AUTHORITIES REQUIREMENTS. EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS. ELEMENT COVER CONCRETE STRENGTH GRADE EVAPORATION RETARDANT ("MASTERKURE 111CF-CONFILM" BY MASTER BUILDERS OR MEMBER SIZES AND CONNECTION DETAILS, BUT WILL NOT EXTEND TO DIMENSIONS. ALL FABRIC SHALL BE 25mm. THE MINIMUM COVER TO THE FABRIC SHALL BE 50mm.
FOOTINGS 50mm 25 MPa EQUAL APPROVED) IMMEDIATELY AFTER SCREEDING. NOTE: "CONFILM" IS NOT A CURING DIMENSIONS AND SETOUTS SHALL BE OBTAINED FROM ARCHITECTURAL DRAWINGS.
G6. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE. ALL LEVELS ARE SLAB ON GROUND 30mm 32 MPa COMPOUND. SHOULD VARIATIONS BE NECESSARY TO THE STRUCTURAL DETAILS PROVIDED, THESE S26 ROOF AND/OR WALL SHEETING SHALL BE FIXED TO PURLINS OR GIRTS IN
EXPRESSED IN METRES. SUSPENDED SLAB - INTERNAL 30mm 40 MPa SHALL BE REFERRED TO RECOR CONSULTING FOR APPROVAL BEFORE BEING INCLUDED ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
SUSPENDED SLAB - EXTERNAL 40mm 40 MPa C35 LOW HEAT CONCRETE SHALL BE USED FOR ALL BEAMS THAT ARE DEEPER THAN 700mm ON SHOP DETAIL DRAWINGS. SHOP DETAILS SHALL PROVIDE FOR FIXING OR SUPPORT
G7. CONSTRUCTION OF ANY MASONRY WALLS OR OTHER PERMANENT LOADING MUST NOT AND HAVE A WIDTH GREATER THAN 1200mm. LOW HEAT CONCRETE SHALL BE TESTED IN OF ANY BUILDING ELEMENTS SHOWN ON ARCHITECTURAL DRAWINGS. SHOULD S27 ALL SUNDRY ITEMS SUCH AS GUTTER SUPPORTS, CEILING AND ARCHITECTURAL
BE BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING SAME HAS MAX. AGGREGATE SIZE = 20mm SLUMP = 100mm +/- 15mm ACCORDANCE WITH AS 1012 METHOD 22 PART B SEMI-ADIABATIC TEMPERATURE RISE VARIATIONS BE NECESSARY TO THE STRUCTURAL DETAILS PROVIDED, THESE SHALL BE ELEMENTS, FIXTURES ARE TO BE ALLOWED FOR IN THE PRICING BY THE TENDERER
BEEN REMOVED. HOWEVER PROPS AND FORMWORK SHALL NOT BE REMOVED BEFORE (AT POINT OF DISCHARGE) OF CONCRETE. THE TEMPERATURE RISE IS TO BE LESS THAN 30°C. TRIAL MIXES WITH REFERRED TO RECOR CONSULTING FOR APPROVAL BEFORE BEING INCLUDED ON SHOP AS PER ARCHITECT'S DETAILS.
THE MINIMUM TIME SPECIFIED. DISTRIBUTE MASONRY EVENLY ON SLAB ADJACENT TEST RESULTS ARE TO BE SUBMITTED FOR APPROVAL. LOW HEAT CONCRETE IS TO DETAIL DRAWINGS. SHOP DETAILS SHALL PROVIDE FOR FIXING OR SUPPORT OF ANY
TO ITS FINAL POSITION PRIOR TO CONSTRUCTING WALLS. C4 MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL. THE USE OF BLENDED CEMENTS, HAVE A DELIVERY TEMPERATURE OF LESS THAN 27°C. SECTIONS CAST WITH LOW HEAT BUILDING ELEMENTS SHOWN ON ARCHITECTURAL DRAWINGS. S28 THE BUILDER SHALL PROVIDE ALL CLEATS AND HOLES FOR FIXING STEEL TO STEEL,
FLYASH AND/OR CHEMICAL ADMIXTURES WILL NOT BE PERMITTED EXCEPT WITH PRIOR CONCRETE ARE TO BE INSULATED BY USING PLYWOOD FORMWORK WHICH IS TO TIMBER TO STEEL AND TIMBER TO TIMBER. AS REQUIRED BY ENGINEERING AND
G8. ALL NON LOAD BEARING WALLS SHALL BE KEPT CLEAR OF THE UNDERSIDE OF SLABS APPROVAL OF RECOR CONSULTING IN WRITING. IF FLYASH IS USED WITH APPROVAL REMAIN IN PLACE FOR A MINIMUM OF 5 DAYS AFTER PLACING. ALSO THE TOP SURFACE ARCHITECTURAL INTENT WHETHER SHOWN OR NOT.
SHOP DETAIL DRAWINGS SHALL CLEARLY INDICATE:
AND BEAMS BY 20mm UNLESS OTHERWISE SHOWN. THEN THIS SHOULD NOT EXCEED 80KG/PER cu. m. CONCRETE AGGREGATE SHALL OF THE BEAM IS TO BE INSULATED WITH TWO SHEETS OF FORMPLY OR SIMILAR : DIMENSIONS OF ITEMS, IDENTIFICATION, STEEL GRADE
CONSIST OF CRUSHED RIVER GRAVEL OR BASALT IN ACCORDANCE WITH AS 2758.1. SLAG APPROVED MATERIAL FOR A PERIOD OF 5 DAYS. : PROCEDURES NECESSARY FOR SHOP AND SITE ASSEMBLY S29 ALL STRUCTURAL STEELWORK BELOW GROUND TO BE ENCASED BY N25 75mm ALL
G9. REFER ARCHITECT'S DRAWINGS FOR ANY DEMOLITION REQUIREMENTS. AGGREGATES WILL NOT BE PERMITTED. CALCIUM CHLORIDE WILL NOT BE PERMITTED ROUND U.N.O.
: LOCATION, TYPE AND SIZE OF WELDS AND BOLTS
AND SHALL NOT BE USED UNDER ANY CIRCUMSTANCE. : ORIENTATION OF MEMBERS
DESIGN CRITERIA S30 FOR GALVANISED COATINGS, REPAIR FIELD DAMAGE AND SITE WELDS WITH TWO
: CAMBER OR PRESET (IF ANY)
LIVE LOADS C5 PROJECT ASSESSMENT SHALL BE IN ACCORDANCE WITH AS 1379 & AS 3600. ALL TIMBER NOTES : LOCATION OF TEMPORARY CONNECTIONS AND BRACING COATS OF A TWO PACK EPOXY POLYAMIDE ZINC-RICH PAINT CONTAINING A MINIMUM
ROOF 0.25kPa ORGANISATIONS RESPONSIBLE FOR TESTING AND ASSESSMENT OF CONCRETE AND T1 ALL TIMBER FRAMING TO BE MIN. H3 TREATED. ALL HARDWOODS TO BE DURABILITY OF 92% ZINC DUST IN THE DRY FILM WHICH SHALL BE BUILT UP TO 0.075mm MINIMUM.
: SURFACE PREPARATION METHOD AND COATING SYSTEM
INTERNAL FLOORS 1.5kPa CONCRETE MATERIALS SHALL BE NATA REGISTERED. SAMPLING AND TESTING SHALL BE CLASS 1. : WELDING AND BOLTING CATEGORIES
BATHROOMS 2.0kPa TO AS 1012. ACCEPTANCE CRITERIA - AVERAGE MUST EXCEED REQUIRED VALUE, NO T2 EXPOSED FRAMING S31 FOR PAINT COATINGS, REPAIR FIELD DAMAGE AND SITE WELDS USING THE SAME
BALCONIES 2.0kPa SAMPLE TO BE LESS THAN 85% OF REQUIRED VALUE. SUBMIT TEST RESULTS OF PROJECT (EXPOSED FRAMING REFERS TO ALL TIMBER FRAMING THAT MAY BE SUBJECT TO S5 ALL WELDING SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 1554.1. ELECTRODES PARENT COATING SYSTEM. SUCCESSIVE PAINT LAYERS SHALL BE ABRADED TO A
ASSESSMENT TO RECOR CONSULTING. PERIODIC WETTING) SHALL BE TO AS 1553, AS1858 AS 2203 OR AS 2717 AS APPROPRIATE. WELDS FOR FEATHERED EDGE OF APPROXIMATELY 25mm WIDTH PER LAYER. MECHANICALLY
WIND LOADS - ALL EXPOSED FRAMING TO BE EITHER H3 PRESSURE TREATED OR DURABILITY GRIND SURFACES TO ACHIEVE SMOOTH AND BRIGHT METAL COMPARABLE TO CLASS
STRUCTURAL CONNECTIONS SHALL BE WELD CATEGORY SP UNLESS NOTED OTHERWISE
REGION B1 C6 SUPPLY OF READY MIXED CONCRETE SHALL COMPLY WITH AS 1379. CLASS 1 (MINIMUM) SAWN TIMBER (U.N.O.) 2.5. PAINT REINSTATEMENT SHALL FULLY COVER THE FEATHERED PART OF THE SAME
TERRAIN CATEGORY 2.5 (N); 3 (S, E, W) - FRAMING MEMBERS EXPOSED TO MOISTURE (JOISTS, BEARERS, ETC.) ARE TO S6 UNLESS OTHERWISE SHOWN, ALL CONNECTIONS SHALL BE AS SHOWN IN LAYER.
IMPORTANCE LEVEL 2 C7 ALL CONCRETE SHALL BE MOISTURE CURED FOR (7) DAYS AFTER POURING, BY AN BE MALTHOID CAPPED AND PENETRATING NAILS SHOULD BE CONSTRUCTED TO "STANDARDISED STRUCTURAL CONNECTIONS" PUBLISHED BY AUSTRALIAN STEEL
REGIONAL WIND SPEED V500(57m/s) APPROVED METHOD. LIMIT MOISTURE PENETRATION ALONG NAIL SHANK. S32 ALL CANTILEVER MEMBERS TO BE PROPPED UNTIL FULLY FIXED AT SUPPORTS
INSTITUTE. FOR CONNECTIONS, WHERE NO STRUCTURAL DETAIL IS PROVIDED, 2/M20
Mz-CAT 0.83 - MANUFACTURED TIMBER PRODUCTS, IF SPECIFIED, ARE TO BE MINIMUM H3 BOLTS IN 8.8/S CATEGORY SHALL BE USED AND ALL WELDS SHALL BE 6mm CONTINUOUS
Ms-SHIELDING 1.0 C8 ALL FORMWORK SHALL CONFORM TO AS3610 (RESHORING NOT PERMITTED). TREATED AND PROTECTED IN ACCORDANCE WITH MANUFACTURER'S FILLET WELDS USING E48XX ELECTRODES OR EQUIVALENT AND ALL CLEAT PLATES AND
Mt-TOPOGRAPHIC 1.0 SPECIFICATION ( EG HYNE TECH DATA SHEETS 6 AND 8). USE A HIGH QUALITY
Vz (ULT) 46m/s (N); 50m/s (S, E, W) C9 REINFORCEMENT SYMBOLS
STIFFENERS SHALL BE 10mm THICK. SCREW PILES
EXTERIOR PAINT FINISH TO EXPOSED SURFACES.
T3 ALL FASTENERS TO BE HOT DIPPED GALVANISED. EXTERNAL ANCHORS WHERE SUBJECT S7 BOLTING CATEGORIES ARE IDENTIFIED ON THE STRUCTURAL DRAWINGS IN THE
EARTHQUAKE LOADS REINFORCEMENT TYPES ARE DESIGNATED AS FOLLOWS:- TO SALT AIR TO BE STAINLESS STEEL. FOLLOWING MANNER: SP1. ALL PILES TO BE DESIGNED, MANUFACTURED AND INSTALLED BY
EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH BAR REINFORCEMENT - NAILS TO BE 2.8 mm DIA. x 30 mm LONG.
AS 1170 PART 4 BASED ON THE FOLLOWING: THE PILING CONTRACTOR. ALL PILES TO BE CERTIFIED (SUPPLY
'R' DENOTES ROUND STEEL BAR. - SCREWS TO BE No.14 TYPE 17 WITH 50mm EMBEDMENT (U.N.O.) BOLTING CATEGORY BOLT GRADE BOLT TO METHOD OF STD. FORMS 15 & 16) FOR DESIGN AND INSTALLATION BY A PRACTICING
'N' DENOTES DEFORMED STEEL BAR. - ALL JOIST HANGERS, FRAMING ANCHORS AND TRIPLE GRIPS TO BE AUST. STD INSTALLATION TO AS 4100 PROFESSIONAL ENGINEER.
ANNUAL PROBABILITY OF EXCEEDANCE 1:500 'W' DENOTES HARD DRAWN DEFORMED WIRE. MANUFACTURED BY PRYDA OR EQUIVALENT. FULLY NAILED - 4 NAILS MINIMUM. 4.6/S 4.6 AS 1111 SNUG TIGHTENED NOTE THAT INSTALLATION INCLUDES TRIMMING AND
PROBABILITY FACTOR, KP 1.0 MESH REINFORCEMENT INSTALL PER MANUFACTURERS SPECIFICATION. 8.8/S 8.8 AS 1252 SNUG TIGHTENED REMOVING OF EXCESS
HAZARD FACTOR, Z 0.08 'SL' DENOTES SQUARE WELDED MESH. T4 WASHERS TO TIMBER TO BE: 8.8/TF 8.8 AS 1252 FULLY TENSIONED LENGTHS AND INSTALLING DOWEL HEAD PINS).
SUB-SOIL CLASS Ce 'RL' DENOTES RECTANGULAR WELDED MESH. M12 BOLTS 55 SQ. X 3 THK FRICTION - TYPE JOINT
EARTHQUAKE DESIGN CATEGORY I TRENCH MESH REINFORCEMENT M16 BOLTS 65 SQ. X 5 THK 8.8/TB 8.8 AS 1252 FULLY TENSIONED SP2. EFFECTIVE LENGTH TO BE DETERMINED BY THE DESIGNER
'TM' DENOTES TRENCH MESH WITH W8 LIGS AT 600. T5 ALL BOLTS ARE TO BE HEX HEAD BOLTS WITH CORRECT SIZED WASHERS. DO NOT USE BEARING - TYPE JOINT (MINIMUM 3m).
G10. CONSTRUCTION USING THE STRUCTURAL DRAWINGS SHALL NOT COMMENCE UNTIL A REINFORCEMENT GRADES ARE DESIGNATED AS FOLLOWS:- CUPHEAD BOLTS.
CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING AUTHORITY & BAR REINFORCEMENT GRADE 500 - NORMAL DUCTILITY T6 BOLTS TO BE INSTALLED INTO PRE-DRILLED HOLES OF DIAMETER NOT EXCEEDING 10% OF COPIES OF TEST CERTIFICATES CONFIRMING CONFORMANCE TO THE RELEVANT SP3. PILES TO COMPLY WITH THE FOLLOWING:
ONLY IF THE STRUCTURAL DRAWING IS DESIGNATED "ISSUE FOR CONSTRUCTION" MESH REINFORCEMENT GRADE 500 - LOW DUCTILITY BOLT DIAMETER. STANDARD AND BOLT GRADE ISSUED BY THE SUPPLIER OF THE BOLTS SHALL BE 50mm MAXIMUM DESIGN ECCENTRICITY
TRENCH MESH REIN. GRADE 500 - LOW DUCTILITY T7 COACH SCREWS SHALL BE SCREWED INTO PRE-DRILLED HOLES AND NOT HAMMERED. SUPPLIED TO RECOR CONSULTING. 50mm MAXIMUM INSTALLATION TOLERANCES
G11. THE CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE OF ANY INSPECTIONS OF T8 PRE-DRILLED HOLES FOR THE SHANK SHALL NOT BE LESS THAN THE SHANK DIAMETER
STRUCTURAL WORK THAT ARE REQUIRED TO BE MADE BY ECOR CONSULTING. AND SHALL NOT EXCEED IT BY MORE THAN 1mm. S8 BOLTING CATEGORIES 8.8/TF & 8.8/TB REQUIRE TENSIONING IN ACCORDANCE WITH AS
C10 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES. 4100. TENSIONING SHALL BE CARRIED OUT IN ACCORDANCE WITH CLAUSE 15.2.5 OF SP4. ALLOW FOR A MINIMUM CORROSION RATE OF 0.02mm / YEAR.
T9 PRE-DRILLED HOLES FOR THE THREADED PORTION SHALL NOT EXCEED THE ROOT
DIAMETER OF THE SCREW. AS 4100 BY EITHER THE PART-TURN METHOD OR THE DIRECT-TENSION INDICATOR
C11 BEAMS SIZES ARE SHOWN DEPTH FIRST AND INCLUDE SLAB THICKNESS METHOD. THE TORQUE-CONTROL METHOD SHALL NOT BE USED. FOR BOLTING SP5. PILES TO HAVE A DESIGN LIFE OF 50 YEARS.
T10 FIXINGS SHALL BE INSTALLED TO THE DIMENSIONS SHOWN IN DETAILS. IN ANY CASE, ALL
G.12. WATERPROOFING FIXINGS SHALL BE INSTALLED WITHIN MINIMUM EDGE DISTANCES, END DISTANCES AND CATEGORY 8.8/TF, THE CONTACT SURFACES SHALL BE FREE FROM PAINT, LACQUER,
ALL EXTERNAL SLABS, ROOF SLABS & RETAINING WALLS SHALL HAVE A WATERPROOF C12 UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS OF CONCRETE GALVANISING OR OTHER APPLIED FINISH, UNLESS NOTED OTHERWISE ON THE SP6. ALL PILES TO BE CONCRETE CORE FILLED WITH A MINIMUM 32MPa
SPACINGS AS PER AS1720.1 (TYPICALLY 4d, 5d AND 5d RESPECTIVELY) U.N.O. CONCRETE WITH 6mm AGGREGATE. PILES TO BE CUT OFF 150mm
MEMBRANE APPLIED TO ARCHITECT'S & CONTRACTOR'S DETAILS. THE MEMBRANE WILL MEMBERS SHALL HAVE 20mm CHAMFERS. STRUCTURAL DRAWINGS. CONTRACTOR TO PROVIDE CERTIFICATION FOR BOLTING
T11 TIMBER BEARERS AND JOISTS WITH D / B >= 4 ABOVE UNDERSIDE OF PILE CAP AND PILES TO BE CLOSED ENDED
BE THE PRIMARY METHOD OF WATERPROOFING. THE MEMBRANE SHALL BE DETAILED TO - PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX. CRS IN CATEGORY ACHIEVED AS DETAILED ON STRUCTURAL DRAWINGS.
ACCOMMODATE MOVEMENT AT EXPANSION JOINTS. C13 PLACE CONCRETE IN LAYERS SUCH THAT EACH SUCCEEDING LAYER IS BLENDED INTO TYP.
ACCORDANCE WITH AS1684.
THE PRECEDING ONE BY THE COMPACTION PROCESS. SLABS AND BEAMS SHALL BE S9 UNLESS NOTED OTHERWISE, HOLES SHALL BE 2mm LARGER THAN THE NOMINAL BOLT
- FOR JOISTS WITH SPAN > 3000 AND BOTTOM OF JOIST SP7. ALL PILES TO HAVE A MINIMUM SHEAR CAPACITY OF 10kN.
NOTES ON ALL DRAWINGS SHALL OVER-RIDE ALL GENERAL CONSTRUCTION NOTES AS POURED TOGETHER. THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS DIAMETER. WHERE SLOTTED OR OVERSIZE HOLES ARE PERMITTED ON THE
UNRESTRAINED BY CEILING DIAPHRAGM;
OUTLINED ON THIS PAGE. COMPLETELY FILLING THE FORMWORK AND THOROUGHLY EMBEDDING THE STRUCTURAL DRAWINGS, THEY SHALL COMPLY WITH AS 4100. HAND FLAME CUTTING
- PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST SP8. PROVIDE "AS BUILT" DRAWINGS WITH SURVEYED FINAL LOCATIONS.
REINFORCEMENT. FINISH TYPE SHALL BE AS SPECIFIED IN THE ARCHITECTURAL OF BOLT HOLES IS NOT PERMITTED. ALL BOLT HOLES SHALL BE DRILLED. BOLTS TO BE
AT MIDSPAN FOR SPANS < 4200.
DRAWINGS. INSTALLED WITH A HARDENED WASHER UNDER THE TURNED PART OVER THE HOLE.
- PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST
FOUNDATION NOTES C14 COMPACTION:
AT MIDSPAN FOR SPANS > 4200.
S10 UNLESS NOTED OTHERWISE, ALL BOLTS AND WASHERS SHALL BE GALVANISED.
F1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL REPORT USE IMMERSION AND SCREED VIBRATORS ACCOMPANIED BY HAND METHODS AS
22380-001-Rev0 BY TECTONIC GEOTECHNICAL. REFER TO THIS REPORT FOR GROUND APPROPRIATE TO REMOVE AIR BUBBLES AND COMPACT THE MIX. USE FORM VIBRATORS S11 UNLESS NOTED OTHERWISE, A CUT SURFACE SHALL HAVE A MAXIMUM ROUGHNESS
CONDITIONS AND FOUNDATION RECOMMENDATIONS. WHERE USE OF IMMERSION VIBRATORS IS IMPRACTICABLE. ENSURE CONCRETE IS FULLY NOT EXCEEDING 25 MICROMETERS. ALL CUTTING SHALL BE CARRIED OUT IN
COMPACTED AND ENTRAPPED AIR REMOVED, BUT AVOID OVER VIBRATION THAT MAY ACCORDANCE WITH THE RECOMMENDATIONS OF AWRA TECHNICAL NOTE 5.
CAUSE SEGREGATION. DO NOT USE VIBRATORS TO MOVE CONCRETE ALONG THE FORMS
F2 DESIGN BEARING PRESSURES S12 FABRICATION TOLERANCES SHALL COMPLY WITH AS 4100, SECTION 14 UNLESS NOTED
ALL FOOTINGS MUST BE FOUNDED A MINIMUM OF 500mm INTO MEDIUM DENSE SAND WITH C15 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE OBTAINED FROM WORKSHOP OTHERWISE ON THE STRUCTURAL DRAWINGS.
AN ALLOWABLE BEARING PRESSURE OF 150kPa. REFER TO GEOTECHNICAL ENGINEER FOR DRAWINGS PRIOR TO SCHEDULING OF REINFORCEMENT AND ARE NOT TO EXCEED
ON SITE CERTIFICATION THE ABOVE PARAMETERS ARE ACHIEVED. DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS. S13 ALL BEAMS AND RAFTERS SHALL BE FABRICATED AND ERECTED WITH NATURAL
CAMBER UP. ANY ADDITIONAL CAMBER SHALL BE AS NOTED ON THE STRUCTURAL
F3 CERTIFICATION AND CLEANING C16 NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR EMBEDMENT OF PIPES DRAWINGS. PROVIDE STRUCTURAL MEMBERS IN SINGLE LENGTHS UNLESS SPLICES
ALL FOUNDATION MATERIAL AND BEARING CAPACITIES SHALL BE APPROVED AND GREATER THAN 40mm DIAMETER OTHER THAN THOSE SHOWN ON THE STRUCTURAL ARE SHOWN ON THE STRUCTURAL DRAWINGS. ANY WELDED SPLICES TO MAKE UP
CERTIFIED BY A PRACTISING QUALIFIED GEOTECHNICAL ENGINEER. THE BASES OF ALL DRAWINGS SHALL BE MADE IN THE CONCRETE SLABS. FOR ALL OTHER CONCRETE MEMBER LENGTHS SHALL BE FULL PENETRATION BUTT WELDS.
FOOTINGS SHALL BE CLEANED AND FREE OF WATER IMMEDIATELY BEFORE INSPECTION MEMBERS NO PENETRATION, MADE IN THE CONCRETE SLABS. FOR ALL OTHER CONCRETE
AND PLACEMENT OF CONCRETE. MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER.. S14 WELDING PERSONNEL SHALL BE QUALIFIED IN ACCORDANCE WITH CLAUSE 4.12 AS
1554.1.
F4 FOOTINGS SHALL BE CONSTRUCTED & BACKFILLED AS SOON AS POSSIBLE FOLLOWING C17 CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE SPACED AT MAXIMUM DISTANCE
EXCAVATION. FOUNDATION MATERIAL SHALL NOT BE PERMITTED TO SOFTEN OR DRY OUT. POSSIBLE AND UNDER NO CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE NON-DESTRUCTIVE WELD EXAMINATION SHALL BE AS FOLLOWS:
IF CONCRETE IS NOT PLACED IMMEDIATELY AFTER EXCAVATION OF FOOTING, PROVIDE A THE LARGER CONDUIT DIAMETER FROM PARALLEL REINFORCEMENT OR ANY OTHER
50mm BLINDING LAYER OF WEAK (15MPa) CONCRETE TO THE BASE OF THE EXCAVATION CONDUIT. TYPE OF WELD EXAMINATION METHOD EXTENT (% OF TOTAL
FOUNDATION & CATEGORY LENGTH OF WELD TYPE)
C18 REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE
F5 SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE IS NOT PROJECTION. FILLET WELD, GP/SP VISUAL INSPECTION 100
STABLE. BUTT WELD, GP VISUAL INSPECTION 100
C19 FOR OVERSIZE PENETRATIONS REFER TO ENGINEER FOR APPROVAL BUTT WELD, SP VISUAL INSPECTION 100
F6 ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS UNLESS I.E PENETRATIONS THAT DON'T FIT BETWEEN REINFORCEMENT SPACING. BUTT WELD, SP RADIOGRAPHIC OR 10 SHOP WELD
OTHERWISE NOTED ON THE DRAWINGS. ULTRASONIC INSPECTION 25 FIELD WELD
C20 DO NOT CUT REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. DISPLACE
F7 UNLESS APPROVED BY THE STRUCTURAL ENGINEER, EXCAVATIONS SHALL NOT EXTEND REINFORCEMENT SLIGHTLY AS NECESSARY TO CLEAR BLOCK OUTS AND TRIM WITH 2-N12 S15 RADIOGRAPHIC EXAMINATION: TO AS 1554, PART 1, CLAUSE 6.3.
BELOW A LINE DIPPING AT 45 DEGREES AND AWAY FROM THE NEAREST UNDERSIDE BARS EACH SIDE FOR ALL PENETRATIONS <300mm ULTRASONIC EXAMINATION: TO AS 1554, PART 1, CLAUSE 6.4.
CORNER OF ANY FOOTINGS, RETAINING WALLS OR EXISTING BUILDINGS TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AUTHORITY AND THE
C21 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONS SHOWN, UNLESS RELEVANT TEST REPORT SHALL BE SUBMITTED TO RECOR CONSULTING.
F8 WHERE FOUNDATION MATERIAL DIFFERS FROM THAT DESCRIBED IN THE SITE APPROVED BY THE STRUCTURAL ENGINEER.
INVESTIGATION REPORT OR LOCALISED SOFT SPOTS ARE FOUND, THE ENGINEER SHALL S16 THE SUBCONTRACTOR SHALL GIVE NOTICE OF AT LEAST 48 HOURS SO THAT
BE NOTIFIED AND IF NECESSARY THE MATERIAL SHALL BE EXCAVATED AND BACKFILLED C22 WELDING OF REINFORCEMENT IS NOT PERMITTED. INSPECTION MAY BE MADE BY EITHER RECOR CONSULTING (IF REQUIRED) OR THE
WITH WEAK MIX CONCRETE. SUBCONTRACTORS NOMINATED INSPECTION ORGANISATION AT THE FOLLOWING
C23 REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE WITH AS3600 EXCEPT WHERE STAGES:
F9 THE SITE IS TO BE STRIPPED AND ALL VEGETATION REMOVED FROM THE BUILDING AREA. APPROVED BY THE STRUCTURAL ENGINEER. NO RE-BENDING SHALL BE PERMITTED. : COMMENCEMENT OF WELDING PROCEDURE AND WELDER QUALIFICATIONS TESTS
GRUB HOLES TO BE BACKFILLED IN LAYERS AS INDICATED ON NOTE BELOW. : COMMENCEMENT OF WELDING
C24 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION : PRIOR TO THE PLACEMENT OF THE ROOT RUNS OF COMPLETE PENETRATION BUTT
F10 FILLED BUILDING PLATFORMS SHALL BE BUILT UP IN LAYERS OF 150mm MAXIMUM DEPTH DURING CONCRETING BY APPROVED PLASTIC TIPPED BAR CHAIRS, SPACERS OR WELDS
AND UNIFORMLY COMPACTED TO A MINIMUM OF 98% OF THE STANDARD MAXIMUM DRY SUPPORT BARS. MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE 800mm FOR : COMPLETION OF FABRICATION PRIOR TO SURFACE PREPARATION
DENSITY AS RECOMMENDED IN A.S.3798 5.1. RANGE OF -4.0% TO +0.5% OF THE STANDARD FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, 900mm FOR BARS 16mm AND GREATER. : COMMENCEMENT OF SURFACE PREPARATION PRIOR TO PROTECTIVE COATING
OPTIMUM MOISTURE CONTENT. : COMPLETION OF PROTECTIVE COATING PRIOR TO DELIVERY TO SITE
C25 MINIMUM LAP FOR ALL FABRICS SHALL BE ONE MESH + 30mm. U.N.O. : STEELWORK ON SITE PRIOR TO ERECTION
F11 SITE PREPARATION : ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE WITH AS : COMPLETION OF ERECTION PRIOR TO ENCASING OR FIXING CLADDING
3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. C26 WHERE NO STEEL IS SHOWN ON THE DRAWING AT RIGHT ANGLES TO MAIN
REINFORCEMENT PLACE N12-300 ON THE SIDE OF THE MAIN REINFORCEMENT REMOTE S17 SURFACE TREATMENT AND PAINTING OF STEELWORK TO BE AS PER ARCHITECTURAL
F12 SLAB ON GROUND: THE SUBGRADE UNDER SLABS SHALL BE PREPARED BY STRIPPING ALL FROM THE OUTSIDE OF THE CONCRETE. ALL OPENINGS AND RE-ENTRANT ANGLES IN THE SPECIFICATION. SURFACE TREATMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH
VEGETATION AND PROOF ROLLING THE SURFACE. ANY SOFT AREAS SHALL BE REMOVED CONCRETE SHALL HAVE 2/N12 TOP AND BOTTOM ALONG THE ENCLOSING EDGE AND AS 1627. (SEE ALSO ITEM S8) PROVIDE SEAL PLATES TO ALL HOLLOW SECTIONS, WITH
AND REPLACED WITH APPROVED COMPACTED MATERIAL. MATERIAL UNDER SLAB SHALL PROJECTING 350 PAST CORNERS. BREATHER HOLES IF MEMBERS ARE TO BE HOT DIPPED GALVANISED
HAVE A MINIMUM SAFE BEARING CAPACITY OF 100kPa WITH A MAXIMUM LINEAR
SHRINKAGE OF 8% AND A PLASTIC INDEX NOT EXCEEDING 16. ALL FILLING AND C27 CONSTRUCTION BREAK, JOINT LOCATIONS AND DETAILS SHALL BE APPROVED BY THE S18 ERECTION TOLERANCES SHALL COMPLY WITH AS 4100 SECTION 15 UNLESS NOTED
BACKFILLING SHALL BE COMPACTED IN MAXIMUM 150mm THICK LAYERS BY MECHANICAL STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. OTHERWISE ON THE STRUCTURAL DRAWINGS.
COMPACTION TO 98% OF THE MAXIMUM DRY DENSITY (STANDARD) AS
DETERMINED BY AS 1289 TEST E 1.1 C28 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE S19 ALL STEELWORK SHALL BE TEMPORARILY BRACED IN A SECURE MANNER IN ORDER
THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE AGGREGATE MATRIX. TO STABILISE THE STRUCTURE DURING ERECTION. DETAILS TO BE PROVIDED BY SUB
F13 PLACE A 50mm THICK LAYER OF BEDDING SAND OVER SUBGRADE MATERIAL. CONTRACTOR.
F14 PLACE 0.2mm THICK POLYETHYLENE FILM VAPOUR BARRIER TO NCC UNDER SLAB WITH
ALL JOINTS SEALED.
INFORMATION
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
NOTES SHEET - SHEET 1
Drawn By Designed By Approved By
JAL JM JO
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL 1:1 (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S001 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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