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Appendix B - Engineering Plans
Plans and drawings: the text below has words only, no drawings.
WITH AS3600 EXCEPT WHERE APPROVED BY THE OBTAINED FROM WORKSHOP DRAWINGS PRIOR TO 14. ALL REINFORCING BARS SHALL BE GRADE N CONFORMING
FOOTINGS AND SLAB ON GROUND STRUCTURAL ENGINEER. NO RE-BENDING SHALL BE SCHEDULING OF REINFORCEMENT, AND ARE NOT TO EXCEED WITH THE REQUIREMENTS OF AS1302
PERMITTED UNLESS APPROVED BY THE STRUCTURAL DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS.
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ENGINEER. 15. WORKMANSHIP INVOLVED IN PLACING CONCRETE
ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT
20. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR MASONRY UNITS SHALL COMPLY WITH AS3700. LINDSAY CONSULTING PTY
CURRENT AUSTRALIAN STANDARD CODES, BUILDING BY-LAWS LTD
8. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN PENETRATIONS. DISPLACE REINFORCEMENT SLIGHTLY AS
AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY.
ITS CORRECT POSITION DURING CONCRETING BY APPROVED
PLASTIC BAR CHAIRS U.N.O.
NECESSARY.
CHEMICAL AND MECHANICAL
2. SLAB ON GROUND TO BE POURED ON WATERPROOF
MEMBRANE AND PLACED ON 50mm BEDDING SAND. MEMBRANE
21. NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR ANCHORS
MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE EMBEDMENT OF PIPES GREATER THAN 40mm DIAMETER
JOINTS TO BE TAPED.
600mm FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS 1. "CHEMSET" DENOTES RAMSET GRADE 5.8 HOT DIPPED
900mm FOR BARS 16mm AND GREATER. SHALL BE MADE IN THE CONCRETE SLABS. FOR ALL OTHER GALV. STUDS FIXED WITH RAMSET CHEMSET REO 502 WITH
3. WHERE SAND BED IS REQUIRED UNDER SLAB, THIS SHALL
CONCRETE MEMBERS NO PENETRATIONS, CHASES OR THE FOLLOWING MINIMUM EMBEDMENTS:
BE COMPACTED SUFFICIENTLY TO SUPPORT
9. ALL OPENINGS AND RE-ENTRANT CORNERS IN THE EMBEDMENTS SHALL BE MADE WITHOUT PRIOR APPROVAL BY
REINFORCEMENT PLUS 100 kg/CHAIR WITHOUT VERTICAL
CONCRETE SHALL HAVE 3-N12 BARS x 2000 LONG TOP AND THE STRUCTURAL ENGINEER. M12 CHEMSETS - 110mm EMBEDMENT U.N.O.
DISPLACEMENT EXCEEDING 5mm.
BOTTOM, CENTRED DIAGONALLY ACROSS THE CORNER. M16 CHEMSETS - 125mm EMBEDMENT U.N.O.
22. CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE M20 CHEMSETS - 150mm EMBEDMENT U.N.O.
4. REFER ARCHITECT FOR STEPS AND SETOUT OF ALL SLABS.
10. REINFORCEMENT LAPS SHALL BE AS FOLLOWS:- SPACED AT MAXIMUM DISTANCE POSSIBLE AND UNDER NO M24 CHEMSETS - 160mm EMBEDMENT U.N.O.
CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE
5. MINIMUM CONCRETE STRENGTHS IN ACCORDANCE WOITH
12mm 500 mm THE LARGER CONDUIT DIAMETER FROM PARALLEL 2. "CHEMSET MAXIMA CAPSULES" DENOTES RAMSET
AS3600 TO SUIT APPROPRIATE CONCRETE EXPOSURE
16mm 700 mm REINFORCEMENT OR ANY OTHER CONDUIT. CHEMSET MAXIMA SPIN CAPSULES WITH STUDS AND
CLASSIFICATION
20mm 900 mm EMBEDMENTS AS DEFINED IN NOTE 1.
24mm 1000 mm 23. ALL SAW JOINTS SHALL BE CARRIED OUT WITHIN 8 HRS OF
28mm 1200 mm POURING OF SLABS USING A "SOFT CUT" SAW OR SIMILAR. 3. "TRUBOLTS" DENOTES RAMSET TRUBOLT HOT DIPPED
6. MINIMUM LAPS AND SPLICES FOR REINFORCEMENT
32mm 1400 mm THE TIME SHALL BE REDUCED TO 4 HRS WHERE THE AIR GALV. STUD ANCHORS WITH THE FOLLOWING MINIMUM
TEMPERATURE EXCEEDS 32 DEGREES ON THE DAY OF THE POUR EMBEDMENTS:
(A) SLAB FABRIC - 225 MINIMUM OVERLAP OF
FOR ALL OTHER REINFORCEMENT SIZES REFER TO
TRANSVERSE BARS AT ALL EDGES
ENGINEER
REINFORCED MASONRY M12 TRUBOLTS - 80mm EMBEDMENT U.N.O.
M16 TRUBOLTS - 110mm EMBEDMENT U.N.O.
(B) TRENCH MESH - 500 SPLICES IN ALL FOOTING BEAMS
- LAPS AT INTERSECTIONS AS PER THE DRAWINGS CONCRETE 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE
M20 TRUBOLTS - 135mm EMBEDMENT U.N.O
REQUIREMENTS OF AS4456.4 & 10, F'UC= 15 MPA.
(C) REINFORCING - 500 SPLICES IN ALL FOOTING BEAMS 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH 4. "CHEMSET 101 ANCHORS" DENOTES RAMSET GRADE 5.8
AS3600-2018. UNIT UNIT REIN. MORTAR SALT DURABILTY OF HOT DIPPED GALV. STUDS, FIXED WITH AN EFFECTIVEDEPTH
BARS - PROVIDE "L" BARS AT ALL BEAM INTER-
LOCATION STRENGTH COVER TYPE RESIST. BUILT IN COMP. OF 64mm INTO EXTRUDED BRICK OR HOLLOW CONCRETE
SECTIONS WITH 500 LAPS TO EACH LEG
2. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND BLOCK, USING THE MANUFACTURER'S LEEVES/SIEVES AND
BELOW DPC 15 30 M4 EXPOSED R4
7. REINFORCEMENT LAPS SHALL BE AS FOLLOWS:- USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED RAMSET CHEMSET INJECTION 101.
BY THE ENGINEER. EXTERNAL
12mm 500 mm
ABOVE DPC 15 30 M3 EXPOSED R3 5. ALL ANCHORS ARE TO BE FIXED IN ACCORDANCE
16mm 700 mm 3. DO NOT SCALE STRUCTURAL DRAWINGS TO OBTAIN WITH THE MANUFACTURER'S WRITTEN
INTERNAL
20mm 900 mm DIMENSIONS. ABOVE DPC 15 15 M3 PROTECTED R3
RECOMMENDATIONS.
24mm 1000 mm
28mm 1200 mm 4. REFER ARCHITECT FOR SETOUT DIMENSIONS. 6. REINFORCEMENT BARS FIXED INTO CONCRETE USING
32mm 1400 mm 2. MORTAR SHALL COMFORM TO THE REQUIREMENTS OF RAMSET CHEMSET REO 502 EPOXY ARE TO HAVE THE
5. MAXIMUM AGGREGATE SIZE SHALL BE 20 mm AS3700. FOLLOWING MINIMUM EMBEDMENTS:
FOR ALL OTHER REINFORCEMENT SIZES REFER TO
ENGINEER 6. THE SLUMP OF THE CONCRETE SHALL BE 80 mm PLUS OR 3. GROUT SHALL BE CONCRETE WITH CHARACTERISTIC N12 (500 MPa) BARS - 110mm EMBEDMENT U.N.O.
MINUS 10 mm STRENGTH AT 28 DAYS (F'C) OF 25 MPA AND A SLUMP OF 250 MM N16 (500 MPa) BARS - 125mm EMBEDMENT U.N.O.
8. BAR CHAIRS SHALL BE PROVIDED AT SPACING IN WITH A POURABLE CONSISTENCY. N20 (500 MPa) BARS - 175mm EMBEDMENT U.N.O.
ACCORDANCE WITH THE RELEVANT STANDARD 5. MINIMUM CONCRETE STRENGTHS IN ACCORDANCE WITH N24 (500 MPa) BARS - 400mm EMBEDMENT U.N.O.
AS3600 TO SUIT APPROPRIATE CONCRETE EXPOSURE 4. MAXIMUM AGGREGATE SIZE SHALL BE 6 MM.
9. CURING ON CONCRETE SHALL BE CARRIED OUT IN CLASSIFICATION N GRADE BAR DIAMETERS GREATER THAN THE ABOVE ARE
ACCORDANCE WITH AS3600 5. CONTRACTOR SHALL ACCURATELY POSITION VERTICAL TO BE REFERRED TO THE STRUCTURAL ENGINEER FOR
6. ALL CONCRETE SHALL BE VIBRATED. REINFORCEMENT TO PROVIDE THE COVER INDICATED ON ASSESSMENT.
10 ALL CONCRETE SHALL BE MECHANICALLY VIBRATED IN THE DRAWINGS, OTHERWISE THERE SHALL BE A MINIMUM
PLACE. 7. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH OF 5 MM COVER OF GROUT AROUND ALL REINFORCEMENT. MINIMUM EDGE DISTANCE FOR ALL EPOXY BARS TO BE
AS3600 150mm.
6. SECURE VERTICAL BARS IN POSITION PRIOR TO PLACING
REINFORCEMENT 8. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN CONCRETE OR GROUT.
ACCORDANCE WITH AS3600 AND AS1379.
1. REINFORCEMENT IS TO BE IN ACCORDANCE WITH THE 7. ALL CONCRETE BLOCKS SHALL BE LAID WITH FACE SHELL
AS/NZS4671 AND TO BE FIXED AS SHOWN ON THE DRAWINGS. BEDDING REBATED FLUSH ENDED BLOCKS SHALL BE LAID
11 THE CONTRACTOR IS TO NOTIFY THE STRUCTURAL
ENGINEER IN WRITING OF ANY ADMIXTURES TO BE USED IN WITH ALTERNATE COURSES INVERTED TO PROVIDE
2. REINFORCEMENT GRADES ARE INDICATED BY THE COVER TO HORIZONTAL REINFORCEMENT WHICH SHALL BE
THE CONCRETE MIX.
FOLLOWING SYMBOLS: SUPPORTED 20 MM CLEAR OF WEBS. NO MORTAR FINS SHALL
N- HOT ROLLED RIBBED REBAR (500 MPa) PROTUDE INTO THE GROUT SPACE.
NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN
R- HOT ROLLED PLAIN ROUND (250 MPa)
APPROVAL BY THE STRUCTURAL ENGINEER.
SL - SQUARE MESH 8. CLEAROUTS SHALL BE PROVIDED FOR EACH POUR BY USE
RL - RECTANGULAR MESH OF PROPRIETARY CLEAN OUT BLOCKS OR UNFILLED
12. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND
TM - TRENCH MESH CORNERS OF CONCRETE MEMBERS SHALL HAVE 20mm MORTAR JOINTS AT THE BOTTOM OF EACH SECTION TO BE
CHAMFERS. GROUTED. DURING THE WORK, MORTAR FINS AND ANY OTHER
THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE MATERIAL SHALL BE REMOVED FROM THE GROUT SPACE. THE
ABOVE SYMBOL, WHICH INDICATES THE BAR DIAMETER IN CLEAROUT SHALL BE SEALED AFTER INSPECTION AND
13. DRIP GROOVES ARE TO BE PROVIDED AT ALL EXPOSED
MILLIMETRES. BEFORE GROUTING.
EDGES. COVER TO REINFORCEMENT TO BE MAINTAINED.
3. COVER TO BE MAINTAINED DURING POURING BY USE OF 9. BLOCKWORK SHALL CURE AT LEAST THREE DAYS TO GAIN
14. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY
PLASTIC TIPPED METAL CHAIRS, PLASTIC CHAIRS AND/OR STRENGTH BEFORE POURING GROUT.
AND NOT NECESSARILY SHOWN IN TRUE PROJECTION.
MORTAR BLOCKS.
15. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE 10. GROUT SHALL BE PLACED BY PUMPING OR BY ANOTHER
4. COVER SHALL BE AS SPECIFIED ELSEWHERE . CHAIRING APPROVED METHOD AND SHALL BE PLACED BEFORE ANY
THICKNESS OF APPLIED FINISHES. FALLS TO UPPER
SHALL BE SPACED SUCH THAT THE FOLLOWING TOLERANCES SURFACES OF SLABS TO BE IN ADDITION TO SLAB THICKNESS. INITIAL SET OCCURS AND IN NO CASE MORE THAN 1-1/2 HOURS
ARE ACHIEVED DURING AFTER WATER IS ADDED.
CONCRETE POUR : 16. BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB
THICKNESS. 11. GROUTING SHALL BE DONE IN A CONTINUOUS POUR IN
ABOVE GROUND - +10 mm/-5 mm LIFTS NOT EXCEEDING 1800 MM.
BELOW GROUND - +40 mm/-20 mm 17. CAMBER -UNLESS NOTED OTHERWISE ON DRAWINGS,
SLABS SHALL BE GIVEN A POSITIVE UPWARD CAMBER AT 12. AFTER A WAITING PERIOD SUFFICIENT TO PERMIT THE
5. UNLESS NOTE D OTHERWISE SPLICES IN REINFORCEMENT MIDSPAN 0F 3MM PER 1000mm SPAN. METHOD OF CAMBERING IS GROUT TO BECOME PLASTIC BUT BEFORE IT HAS TAKEN ANY
SHALL BE MADE ONLY IN THE POSITION SHOWN. WRITTEN TO BE AGREED WITH THE ENGINEER. BEAMS SHALL BE SET, THE SUCCEEDING LIFT SHALL BE POURED AND
APPROVAL BY THE STRUCTURAL ENGINEER SHALL BE CAMBERED AS SHOWN ON DRAWINGS (NEGATIVE CAMBER IS VIBRATED WITH THE VIBRATOR EXTENDING 450 mm INTO THE
OBTAINED FOR ANY OTHER SPLICES. NOT ALLOWED). PRECEDING LIFT.
6. WELDING OF REINFORCEMENT WILL BE PERMITTED 18. CALCIUM CHLORIDE IS NOT PERMITTED TO BE USED. 13. THE TOP LIFT SHALL BE RECONSOLIDATED AFTER A
ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER. WAITING PERIOD AND ANY SPACE LEFT BY SHRINKAGE SHALL
19 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE BE REFILLED WITH GROUT.
7. REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE
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