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Engineering plans
Attached to the e-mail MCU22/0207 & OPW22/0314 - Response to Council’s Information Request - 24 Wesley Court Noosa Heads.
Plans and drawings: the text below has words only, no drawings.
PROJECT NOTES (NOTE THAT ALL NOTES MAY NOT APPLY) PAGE 2
CONCRETE 3. COVER TO BE MAINTAINED DURING POURING BY USE OF
PLASTIC TIPPED METAL CHAIRS, PLASTIC CHAIRS AND/OR - GRADE 250 HOT ROLLED PLATES & FLATS.
• ALL BOLT HOLES 2mm OVERSIZE U.N.O. DURING THE WORK, MORTAR FINS AND ANY OTHER MATERIAL
SHALL BE REMOVED FROM THE GROUT SPACE THE CLEAROUT
MORTAR BLOCKS. - GRADE 300 PLUS UB, UC, PFC, TFB, EA & UA. • HOLES FOR H.D. BOLTS 6mm OVERSIZE U.N.O. SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING.
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH
- GRADE 300 WB, WC.
AS3600-2018.
4. COVER SHALL BE AS SPECIFIED ELSEWHERE . CHAIRING SHALL - GRADE 450 RHS, SHS & CHS. OVERSIZE HOLES FOR H.D. BOLTS WILL REQUIRE 9. BLOCKWORK SHALL CURE AT LEAST THREE DAYS TO GAIN
BE SPACED SUCH THAT THE FOLLOWING OVER SIZE WASHERS UNDER NUTS. STRENGTH BEFORE POURING GROUT.
2. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND
TOLERANCES ARE ACHIEVED DURING CONCRETE POUR : 10. TEMPORARY BRACING TO BE PROVIDED IN ACCORDANCE WITH
LINDSAY CONSULTING PTY
USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY
LINDSAY CONSULTING PTY LTD
AS4100. • BOLT HOLES IN STEELWORK CONNECTING TIMBER 10. GROUT SHALL BE PLACED BY PUMPING OR BY ANOTHER
THE ENGINEER. LTD
ABOVE GROUND - +10 mm/-5 mm SHALL PROVIDE A SNUG FIT, i.e. NO GREATER THAN APPROVED METHOD AND SHALL BE PLACED BEFORE ANY INITIAL
BELOW GROUND - +40 mm/-20 mm 11. CHIP ALL WELDS FREE OF SLAG. 0.5 mm LARGER THAN BOLT DIA. SET OCCURS AND IN NO CASE MORE THAN 1-1/2 HOURS AFTER
3. DO NOT SCALE STRUCTURAL DRAWINGS TO OBTAIN
WATER IS ADDED.
DIMENSIONS.
5. UNLESS NOTE D OTHERWISE SPLICES IN REINFORCEMENT 12 UNLESS NOTED OTHERWISE, ALL STEELWORK SHALL BE 30. STIFFENER PLATES WHERE DETAILED ARE TO BE PLACED ON RPEQ 4928
SHALL BE MADE ONLY IN THE POSITION SHOWN. WRITTEN PREPARED, PRIMED AND PAINTED IN ACCORDANCE WITH BOTH SIDES OF WEB TO U.B.'S AND U.C.'S. 11. GROUTING SHALL BE DONE IN A CONTINUOUS POUR IN LIFTS OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
4. REFER ARCHITECT FOR SETOUT DIMENSIONS.
APPROVAL BY THE STRUCTURAL ENGINEER SHALL BE OBTAINED THE SPECIFICATION. NOT EXCEEDING 1800 MM.
5. MAXIMUM AGGREGATE SIZE SHALL BE 20 mm
FOR ANY OTHER SPLICES. 31. THE ENDS OF ALL TUBULAR MEMBERS ARE TO BE SEALED WITH THIS DRAWING REMAINS THE PROPERTY OF
13 ALL EXTERNAL STEELWORK TO BE HOT DIP GALVANISED. 6mm THICK PLATES AND CONTINUOUS SEAL WELDS, UNLESS 12. AFTER A WAITING PERIOD SUFFICIENT TO PERMIT THE GROUT LINDSAY CONSULTING PTY LTD AND IS FOR
6. WELDING OF REINFORCEMENT WILL BE PERMITTED ONLY AFTER DETAILED OTHERWISE. TO BECOME PLASTIC BUT BEFORE IT HAS TAKEN ANY SET, THE
6. THE SLUMP OF THE CONCRETE SHALL BE 80 mm ± 10 mm
APPROVAL BY THE STRUCTURAL ENGINEER. 14. UNLESS NOTED OTHERWISE, ALL HOLDING DOWN BOLTS TO BE SUCCEEDING LIFT SHALL BE POURED AND VIBRATED WITH THE SOLE USE OF THE CLIENT. NO PART
7. MINIMUM CONCRETE STRENGTHS/COVER FOR ALL NON SLAB ON
M20 H.D.BOLTS HOT DIP GALVANISED. 32. CLEANING AND PAINTING OF STRUCTURAL STEELWORK: THE VIBRATOR EXTENDING 450 mm INTO THE PRECEDING LIFT. MAY BE USED IN PART OR WHOLE WITHOUT
7. REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE WITH PRIOR EXPRESS WRITTEN CONSENT OF
GROUND MEMBERS SHALL BE AS FOLLOWS:-
AS3600 EXCEPT WHERE APPROVED BY THE STRUCTURAL 15. THE CONTRACTOR SHALL IDENTIFY SAFE WORKING PRACTICES • ABRASIVE BLAST CLEAN TO CLASS 2 AND 1/2. 13. THE TOP LIFT SHALL BE RECONSOLIDATED AFTER A WAITING
ENGINEER. NO RE-BENDING SHALL BE PERMITTED UNLESS FOR THE ERECTION OF STRUCTURAL STEEL AND PERIOD AND ANY SPACE LEFT BY SHRINKAGE SHALL BE LINDSAY CONSULTING PTY LTD
-----------------------------------------------------------------------------------------------------------------------------
APPROVED BY THE STRUCTURAL ENGINEER. INCORPORATE THEM INTO THE WORKPLACE HEALTH AND • ONE COAT PRIMER (GREY) MINIMUM DRY FILM REFILLED WITH GROUT.
CLIENT AND PROJECT DESCRIPTION
MEMBER LOCATION
MEMBER TYPE EXTERNAL INTERNAL SAFETY PLAN FOR THE PROJECT. THE WORKING PRACTICES THICKNESS OF0.05 mm.
COVER STRENGTH COVER STRENGTH 8. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS IDENTIFIED SHALL COVER AT LEAST THE FOLLOWING ITEMS: 14. ALL REINFORCING BARS SHALL BE GRADE N CONFORMING WITH
SUSPENDED SLABS 30mm 40 MPA 25mm top 32 MPA
CORRECT POSITION DURING CONCRETING BY APPROVED
PLASTIC BAR CHAIRS U.N.O. (a) HANDLING, LIFTING, STORAGE, STACKING AND
• ONE COAT OF (SELECTED COLOUR) TO A DRY FILM
THICKNESS OF 0.04 mm.
THE REQUIREMENTS OF AS1302
NOOSA OWN BUILD.
WALLS
(INCL TILT PANELS) 40mm 40 MPA 25mm top 40 MPA
MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE 600mm
FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, 900mm FOR
TRANSPORT OF STEEL COMPONENTS.
(b)
(c)
SAFE ACCESS FOR ERECTION.
THE ERECTION SEQUENCE.
33. ASPECTS OF THE PREPARATION AND APPLICATION OF THE
PAINT SYSTEM ARE TO BE CARRIED OUT IN STRICT
15. WORKMANSHIP INVOLVED IN PLACING CONCRETE MASONRY
UNITS SHALL COMPLY WITH AS3700. PROPOSED ALTERATIONS
BLOCKWORK FILL 60mm 25 MPA 40mm top 25 MPA
BARS 16mm AND GREATER.
16. ERECTION TOLERANCES FOR STRUCTURAL STEELWORK AS PER
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
SPECIFICATION.
CHEMICAL AND MECHANICAL ANCHORS 24 WESLEY COURT
PAVEMENTS
(GENERAL) 30mm 32 MPA --- ---
9. ALL OPENINGS AND RE-ENTRANT CORNERS IN THE CONCRETE
SHALL HAVE 3-N12 BARS x 2000 LONG TOP AND BOTTOM,
AS4100.
34. THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL 1. "CHEMSET" DENOTES RAMSET GRADE 5.8 HOT DIPPED GALV. NOOSA HEADS
PERMANENT BRACING ELEMENTS ARE CONSTRUCTED, STUDS FIXED WITH RAMSET CHEMSET REO 502 WITH THE
CENTRED DIAGONALLYACROSS THE CORNER. 17. DO NOT GROUT UNDER ANY BASE PLATE UNTIL FIRST STOREY
SUCHTEMPORARY BRACING AS IS NECESSARY TO STABILISE FOLLOWING MINIMUM EMBEDMENTS:
PAVEMENTS WELDING IS COMPLETE.
(NON-
10. REINFORCEMENT LAPS SHALL BE AS FOLLOWS:- THE STRUCTURE DURING ERECTION.
PNEUMATIC TYRES) 30mm 32 MPA --- --- • M12 CHEMSETS - 110mm EMBEDMENT U.N.O.
18. ALL BOLTS, NUTS, WASHERS AND OTHER FASTENERS SHALL
35. ROOF AND/OR WALL SHEETING SHALL BE FIXED TO PURLINS OR • M16 CHEMSETS - 125mm EMBEDMENT U.N.O.
----------------------------------------------------------------------------------------------------------------------------- • 12mm 500 mm COMPLY WITH THE CURRENT EDITIONS OF THE FOLLOWING
• M20 CHEMSETS - 150mm EMBEDMENT U.N.O.
8. ALL CONCRETE SHALL BE VIBRATED.
•
•
16mm
20mm
700 mm
900 mm
STANDARDS, AS APPROPRIATE; AS/NZS1110, AS/NZS1111,
AS/NZS1112, AS/NZS1252, AS1275, AS/NZS1559 AND AS4291.
GIRTS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
RECOMMENDATIONS. • M24 CHEMSETS - 160mm EMBEDMENT U.N.O. DRAWING TITLE
9. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH AS3600
•
•
•
24mm
28mm
32mm
1000 mm
1200 mm
1400 mm
19. FOR GRADE 8.8 BOLTS, COPIES OF MANUFACTURER'S TEST
CERTIFICATES & STATEMENTS OF COMPLIANCE BASED ON
36. ALL PURLINS OR FLOOR JOISTS USED TO SUPPORT CEILINGS,
PIPES, MECHANICAL DUCTS ETC. SHALL HAVE SUPPORT
2. "CHEMSET MAXIMA CAPSULES" DENOTES RAMSET CHEMSET
MAXIMA SPIN CAPSULES WITH STUDS AND EMBEDMENTS AS
NOTES - PAGE 2
BRACKETS HUNG FROM THE WEB OF THE PURLIN. NO DEFINED IN NOTE 1.
10. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN LOCAL NATA ACCREDITED TESTING TO THE CURRENT
ACCORDANCE WITH AS3600 AND AS1379. FOR ALL OTHER REINFORCEMENT SIZES REFER TO ENGINEER AUSTRALIAN STANDARDS SPECIFIC TO THE BATCH OF BOLTS SUPPORTS SHALL BE FIXED TO TOP OR BOTTOM FLANGES OF
3. "TRUBOLTS" DENOTES RAMSET TRUBOLT HOT DIPPED GALV.
BEING USED SHALL BE PROVIDED TO THE ENGINEER. PURLINS
STUD ANCHORS WITH THE FOLLOWING MINIMUM EMBEDMENTS:
11 THE CONTRACTOR IS TO NOTIFY THE STRUCTURAL FORMWORK 20 WHERE FABRICATION INVOLVES FULL PENETRATION BUTT
ENGINEER IN WRITING OF ANY ADMIXTURES TO BE USED IN • M12 TRUBOLTS - 80mm EMBEDMENT U.N.O.
WELDS, THE FABRICATOR SHALL CARRY OUT 38. CONCRETE ENCASED STEELWORK SHALL BE WRAPPED WITH F41
THE CONCRETE MIX. 1. FORMWORK SHALL BE DESIGNED BY A REGISTERED ENGINEER
NON-DESTRUCTIVE TESTING BY ULTRASONIC, FABRIC, UNLESS OTHERWISE SHOWN. • M16 TRUBOLTS - 110mm EMBEDMENT U.N.O. SCALES
ENGAGED BY THE FORMWORK CONTRACTOR AND ERECTED IN • M20 TRUBOLTS - 135mm EMBEDMENT U.N.O
NO ADMIXTURES SHALL BE USED WITHOUT WRITTEN RADIOGRAPHIC OR OTHER METHODS APPROVED BY THE
ACCORDANCE WITH AS3610-1995 AND AS3610.1-2010.
APPROVAL BY THE STRUCTURAL ENGINEER. ENGINEER. NON-DESTRUCTIVE TESTING SHALL BE CARRIED 39 CAMBER TO BE AS NOTED ON THE DRAWINGS.
4. "CHEMSET 101 ANCHORS" DENOTES RAMSET GRADE 5.8 HOT
OUT AT A RATE IN ACCORDANCE WITH AS1554 PART 1, BUT
2. MINIMUM DESIGN LOADS FOR THE FORMWORK SHALL INCLUDE DIPPED GALV. STUDS, FIXED WITH AN EFFECTIVEDEPTH OF
SHALL BE NOT LESS THAN 5% OF BUTT WELDS, UNLESS NOTED 40 BEFORE FABRICATION IS COMMENCED THE CONTRACTOR
0 1 2 3 4m
12. UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS AT LEAST THE FOLLOWING:
SHALL SUBMIT AN ELECTRONIC COPY OF THE SHOP 64mm INTO EXTRUDED BRICK OR HOLLOW CONCRETE BLOCK,
OF CONCRETE MEMBERS SHALL HAVE 20mm CHAMFERS. OTHERWISE ON THE DRAWINGS. ACCEPTANCE OF WELDS
DRAWINGS TO THE ENGINEER FOR REVIEW. USING THE MANUFACTURER'S LEEVES/SIEVES AND RAMSET
SHALL BE IN ACCORDANCE WITH SECTION 6 OF AS1554 PART 1.
(a) THE WEIGHT OF CONCRETE DURING PLACING, CHEMSET INJECTION 101.
13. DRIP GROOVES ARE TO BE PROVIDED AT ALL EXPOSED EDGES. PLUS AN ALLOWANCE FOR REINFORCING,
COVER TO REINFORCEMENT TO BE MAINTAINED. 20. ALL PURLINS AND GIRTS SHALL BE STRAMIT SECTIONS OR REVIEW DOES NOT INCLUDE CHECKING OF DIMENSIONS.
5. ALL ANCHORS ARE TO BE FIXED IN ACCORDANCE
APPROVED EQUIVALENT. ALL SECTIONS SHALL BE PRODUCED
14. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND
NOT NECESSARILY SHOWN IN TRUE PROJECTION.
(b) LIVE LOADING OF 1.0 kPa GENERALLY, OR 3.0kPa
CONCENTRATED LOAD OVER AN AREA OF 1.6 m²,
FROM GALVANISED STEEL TO AS1397 AND DESIGNED IN
ACCORDANCE WITH AS4600.
41. ANY DETAILS INCLUDING GAUGE LINES ETC. SHALL BE IN
ACCORDANCE WITH THE AISC DESIGN CAPACITY TABLES AND
WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS.
Orig. 1:100
WHICHEVER IS MORE SEVERE, 6. REINFORCEMENT BARS FIXED INTO CONCRETE USING RAMSET
AISC STANDARD STRUCTURAL CONNECTIONS.
CHEMSET REO 502 EPOXY ARE TO HAVE THE FOLLOWING
15. SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS 22. ALL PURLIN, GIRT & BRIDGING SECTIONS TO BE INSTALLED IN
(c) A LOADING OF 4.0 kPa FROM STACKED MINIMUM EMBEDMENTS:
OF APPLIED FINISHES. FALLS TO UPPER SURFACES OF SLABS TO ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS WITH 42. WHERE BRIDGING IS SPECIFIED BETWEEN COLD FORMED
MATERIALS.
BE IN ADDITION TO SLAB THICKNESS. PARTICULAR REGARD TO BOLT LOCATIONS AND LAP SIZES. SECTION THE BRIDGING SHALL BE EXTENDED AND CONNECTED
TO THE PANELS, STRUCTURAL STEEL WORK, STRUCTURAL • N12 (500 MPa) BARS - 110mm EMBEDMENT U.N.O.
16. BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB
3. MINIMUM STRIPPING TIMES ARE TO COMPLY WITH
AS3610-1995,TABLE 5.4.1.
23. ALL PURLINS SHALL BE LAPPED IN ACCORDANCE WITH THE WALLS PERPENDICULAR TO THE BRIDGING. •
•
N16 (500 MPa) BARS - 125mm EMBEDMENT U.N.O.
N20 (500 MPa) BARS - 175mm EMBEDMENT U.N.O.
SURVEY DATUM
THICKNESS. MANUFACTURER'S RECOMMENDATIONS ( 900 mm OR 15%
• N24 (500 MPa) BARS - 400mm EMBEDMENT U.N.O.
.
OF SPAN ) WHICHEVER IS GREATER.
4. BACKPROPPING SHALL BE DESIGNED BY A REGISTERED
17. CAMBER -UNLESS NOTED OTHERWISE ON DRAWINGS, SLABS 43. IF IN DOUBT, OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO
ENGINEER ENGAGED BY THE FORMWORK CONTRACTOR N GRADE BAR DIAMETERS GREATER THAN THE ABOVE ARE
SHALL BE GIVEN A POSITIVE UPWARD CAMBER AT MIDSPAN 0F 24. COLD FORMED SECTIONS SHALL BE WELDED WHERE REQUIRED PROCEEDING WITH ANY WORKS.
TAKING INTO ACCOUNT THE VARIATION IN THE STRENGTH OF TO BE REFERRED TO THE STRUCTURAL ENGINEER FOR
3MM PER 1000mm SPAN. METHOD OF CAMBERING IS TO BE WITH 2mm CONTINUOUS FILLET WELD USING AN E70 OR E80 LOW
THE CONCRETE WITH AGE, THE DESIGN LOADINGS FOR THE ASSESSMENT.
AGREED WITH THE ENGINEER. BEAMS SHALL BE CAMBERED AS SLABS, AND THE CONSTRUCTION CYCLE.
HYDROGEN COATED ELECTRODE OR MIG. EQUIVALENT. ALL REINFORCED MASONRY
SHOWN ON DRAWINGS (NEGATIVE CAMBER IS NOT ALLOWED). WELDS SHALL BE TOUCHED UP WITH AN APPROVED ZINC RICH
PRIMER.
MINIMUM EDGE DISTANCE FOR ALL EPOXIED BARS TO BE ASSOCIATED CONSULTANTS
5. DESIGN LOADS FOR THE PERMANENT STRUCTURE ARE AS 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE 150mm.
18. CALCIUM CHLORIDE IS NOT PERMITTED TO BE USED. NOTED ON THE DRAWINGS AND CARE SHALL BE TAKEN TO REQUIREMENTS OF AS4456.4 & 10, F'UC= 15 MPA.
25. LOAD BEARING ROOF COLUMNS TO BE PROTECTED ON FOUR
ENSURE THAT THE DESIGN LOADS ARE NOT EXCEEDED DURING
19 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE SIDES WITH INTUMESCENT COATING 'FIRETEX M77/M71' TO
CASTING OF CONCRETE OR BY STACKED CONSTRUCTION UNIT UNIT REIN. MORTAR SALT DURABILTY OF
OBTAINED FROM WORKSHOP DRAWINGS PRIOR TO SCHEDULING ACHIEVE FRL 60/60/60. LOCATION STRENGTH COVER TYPE RESIST. BUILT IN COMP.
MATERIALS.
OF REINFORCEMENT, AND ARE NOT TO EXCEED DIMENSIONS WHERE
SHOWN ON STRUCTURAL DRAWINGS.
STEELWORK (CONTINUED) BELOW DPC 15 30 M4 EXPOSED R4
6. PRECAMBER SHALL BE PROVIDED IN SLABS WHERE NOTED ON
THE DRAWINGS OR AS SPECIFIED ELSEWHERE 26. BOLT TYPES (AND DESIGNATIONS, WHERE USED) SHALL BE EXTERNAL
20. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR
AS FOLLOWS: ABOVE DPC 15 30 M3 EXPOSED R3
PENETRATIONS.DISPLACE REINFORCEMENT SLIGHTLY AS 7. THE CONTRACTOR SHALL SUBMIT THE PROPOSED POURING
NECESSARY. SEQUENCE TO THE ENGINEER FOR APPROVAL. • 4.6/S - COMMERCIAL BOLTS TO AS1111 AND AS1112 INTERNAL
ABOVE DPC 15 15 M3 PROTECTED R3
SNUG TIGHTENED.
21. NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR
EMBEDMENT OF PIPES GREATER THAN 40mm DIAMETER OTHER
THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL STEELWORK • 8.8/S - HIGH STRENGTH STRUCTURAL BOLTS, NUTS
AND HARDENED WASHERS TO AS1252, SNUG
2. MORTAR SHALL COMFORM TO THE REQUIREMENTS OF AS3700.
BE MADE IN THE CONCRETE SLABS. FOR ALL OTHER CONCRETE
TIGHTENED.
MEMBERS NO PENETRATIONS, CHASES OR EMBEDMENTS SHALL 1. FABRICATE & ERECT THE STRUCTURAL STEELWORK IN 3. GROUT SHALL BE CONCRETE WITH CHARACTERISTIC STRENGTH
BE MADE WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ACCORDANCE WITH CURRENT REVISIONS OF AS4100, AT 28 DAYS (F'C) OF 25 MPA AND A SLUMP OF 250 MM WITH A
• 8.8/TF - HIGH STRENGTH STRUCTURAL BOLTS AS
ENGINEER. AS1554 PARTS 1 & 2, AND AS1101 PART 3. POURABLE CONSISTENCY.
ABOVE, FULLY TENSIONED TO AS1511 IN FRICTION
TYPE JOINT AND UNLESS NOTED OTHERWISE, WITH
22. CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE SPACED 2. AT LEAST 7 BUSINESS DAYS BEFORE FABRICATION 4. MAXIMUM AGGREGATE SIZE SHALL BE 6 MM.
CONTACT SURFACE LEFT UNCOATED.
AT MAXIMUM DISTANCE POSSIBLE AND UNDER NO COMMENCES, THE CONTRACTOR SHALL SUBMIT ONE
CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE ELECTRONIC COPY OF SHOP DRAWINGS TO THE ENGINEER FOR 5. CONTRACTOR SHALL ACCURATELY POSITION VERTICAL
• 8.8/TB - HIGH STRENGTH STRUCTURAL BOLTS AS
THE LARGER CONDUIT DIAMETER FROM PARALLEL APPROVAL OF THE GENERAL ARRANGEMENT OF REINFORCEMENT TO PROVIDE THE COVER INDICATED ON THE
ABOVE, FULLY TENSIONED IN BEARING TYPE JOINT.
REINFORCEMENT OR ANY OTHER CONDUIT. STRUCTURAL ELEMENTS. DRAWINGS, OTHERWISE THERE SHALL BE A MINIMUM OF 5 MM
COVER OF GROUT AROUND ALL REINFORCEMENT.
27. ALL BOLTS, NUTS AND WASHERS INCLUDING H.D. BOLTS ARE TO
23. ALL SAW JOINSTS SHALL BE CARRIED OUT WITHIN 8 HRS OF 3. ALL DIMENSIONS RELEVANT TO SETTING OUT AND SITE WORK
BE HOT DIP GALVANISED. ALL CAST IN FERRULES AND MASONRY
POURING OF SLABS USING A "SOFT CUT" SAWOR SIMILAR. ARE TO BE CHECKED ON SITE BY THE CONTRACTOR PRIOR TO 6. SECURE VERTICAL BARS IN POSITION PRIOR TO PLACING
THE STIME SHALL BE SREDUCED TO 4 HRS WHERE THE WORK COMMENCING.
ANCHORS TO BE PASSIVATED ZINC COATED. ALL GALVANISED
CONCRETE OR GROUT.
REVISION LIST
COMPONENTS TO BE CAST I NTO CONCRETE MUST BE A ORIGINAL ISSUE 28/08/19
TEMPERATURE EXCEEDS 32 DEGREES ON THE DAY OF THE
PASSIVATED.
POUR 4. DO NOT SCALE DRAWINGS. 7. ALL CONCRETE BLOCKS SHALL BE LAID WITH FACE SHELL B REVISED 16/2/23
28. THE FOLLOWING STEELWORK SHALL BE HOT DIP
BEDDING REBATED FLUSH ENDED BLOCKS SHALL BE LAID WITH C
REINFORCEMENT 5. UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE M20
8.8/S.EXCEPT FOR PURLINS WHICH SHALL BE M12 4.6/S
GALVANISED:
ALTERNATE COURSES INVERTED TO PROVIDE COVER TO
HORIZONTAL REINFORCEMENT WHICH SHALL BE SUPPORTED 20
MM CLEAR OF WEBS. NO MORTAR FINS SHALL PROTUDE INTO
1. REINFORCEMENT IS TO BE IN ACCORDANCE WITH THE • PLATE/ANCHOR ROD ASSEMBLIES CAST INTO
6. UNLESS NOTED OTHERWISE INSTALLATION OF ALL BOLTS SHALL THE GROUT SPACE.
AS/NZS4671 AND TO BEFIXED AS SHOWN ON THE DRAWINGS. CONCRETE.
BE IN ACCORDANCE WITH AS4100.
8. CLEAROUTS SHALL BE PROVIDED FOR EACH POUR BY USE OF
2. REINFORCEMENNT GRADES ARE INDICATED BY THE FOLLOWING • ALL MEMBERS BUILT INTO BLOCKWORK OR
7. UNLESS NOTED OTHERWISE ALL CONNECTIONS & STIFFENER PROPRIETRY CLEAN OUT BLOCKS OR UNFILLED MORTAR
SYMBOLS: BRICKWORK.
PLATES SHALLBE 10mm THICK. JOINTS AT THE BOTTOM OF EACH SECTION TO BE GROUTED.
N- HOT ROLLED RIBBED REBAR (500 MPa)
R- HOT ROLLED PLAIN ROUND (250 MPa) • ALL EXTERNAL EXPOSED STEELWORK.
8. UNLESS NOTED OTHERWISE ALL WELDS SHALL BE 6 mm
SL - SQUARE MESH CONTINUOUS FILLET WELDS. MADE WITH E48XX MILD STEEL
RL - RECTANGULAR MESH 29. ALL STRUCTURAL STEEL FIXING DETAILS ARE TO BE BASED ON
ELECTRODES.
TM - TRENCH MESH A.S.I. STANDARDISED STRUCTURAL CONNECTIONS, UNLESS
NOTEDOTHERWISE. Computer File
9. UNLESS NOTED OTHERWISE ALL STRUCTURAL STEEL SHALL BE: 220632FD.DWG
THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE ABOVE
SYMBOL, WHICH INDICATES THE BAR DIAMETER IN MILLIMETRES. DRAWING NUMBER SHEET REV.
22-0632-F2 2 B
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