Original source · versioned page text
RFI - S25-054 Revised Concept Issue 18.06.2025 updated
Very large file (34.6 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
STRUCTURAL STEEL
S12 CONCRETE ENCASED STEELWORK SHALL HAVE A MINIMUM OF 50mm OF COVER CONCRETE M7 GROUT FOR CORE FILLING SHALL BE STRENGTH GRADE S20. THE GROUT SHALL HAVE A MAXIMUM
THE CONSTRUCTION CATEGORY HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5131 AND THE
REINFORCED WITH W5 WIRE AT 150 CRS. OR FGW41 FABRIC UNLESS NOTED OTHERWISE. AGGREGATE SIZE OF 10mm, A MAXIMUM SLUMP OF 230mm +/-25mm AND A MINIMUM CEMENT
FOLLOWING PARAMETERS:
CONTENT OF 300kg/m³.
IMPORTANCE LEVEL - 2
SERVICE CATEGORY - SC1 S14 THE POSITION AND DETAIL OF ANY SPLICES REQUIRED OTHER THAN THOSE SHOWN ON THE
DRAWINGS SHALL BE APPROVED BY THE ENGINEER. M8 ADDITIVES SHALL NOT BE ADDED TO THE GROUT OR MORTAR WITHOUT THE SPECIFIC PERMISSION
FABRICATION CATEGORY - FC1
OF THE ENGINEER.
CONSTRUCTION CATEGORY - CC2
S15 FULL CONTACT BEARING SURFACES, WHERE SPECIFIED, SHALL COMPLY WITH CLAUSE 14.4.4.2 OF
AS4100. M9 PROVIDE CLEANOUT BLOCKS AT THE BASE OF ALL REINFORCED CORES.
S1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100 STEEL STRUCTURES
CODE AND THE REFERENCED STANDARDS THEREIN.
S16 THE ENDS OF ALL TUBULAR MEMBERS SHALL BE SEALED WITH 5mm MINIMUM PLATES AND M10 ALL MORTAR DAGS AND PROTRUSIONS INTO THE BLOCK OR BRICK CORES SHALL BE REMOVED
CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. PRIOR TO THE PLACEMENT OF ANY CONCRETE. LOOSE MATERIAL AND DEBRIS SHALL ALSO BE
S2 THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW BY THE
REMOVED FROM THE MASONRY CORES.
ENGINEER AND ARCHITECT, BEFORE FABRICATION COMMENCES.
S17 CLADDING TRIMMING MEMBERS FOR VALLEYS, EDGES, MECHANICAL AND HYDRAULIC
PENETRATIONS ARE NOT NECESSARILY SHOWN. REFER PURLIN MANUFACTURER FOR DETAILS. M11 FULLY BED SOLID UNITS, FACE BED HOLLOW UNITS AND FULLY FILL VERTICAL JOINTS. NO RAKING
S3 THE STEEL MEMBERS SHOWN ON THE STRUCTURAL DRAWINGS ARE THOSE REQUIRED FOR THE
OF MORTAR JOINTS IS PERMITTED.
COMPLETED STRUCTURE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY
NECESSARY TEMPORARY CONNECTIONS, SUPPORTS AND BRACING TO MAINTAIN THE STABILITY AND S18 SUPPORT RODS FOR CEILINGS, SERVICES, ETC, WHICH ARE SUSPENDED FROM PURLINS SHALL BE
CONNECTED TO PURLIN WEBS ONLY. NO HOLES SHALL BE DRILLED THROUGH PURLIN FLANGES. M12 GROUTING SHALL NOT COMMENCE UNTIL THE MORTAR JOINTS HAVE GAINED SUFFICIENT STRENGTH
SAFETY OF THE STEELWORK THROUGHOUT THE CONSTRUCTION PERIOD.
TO RESIST BLOWOUT AND CORES HAVE BEEN CLEANED OUT.
S4 THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR S19 UNLESS NOTED OTHERWISE ALL STEELWORK (INCLUDING FIXINGS) SHALL BE HOT DIP
GALVANISED OR PAINTED (INCLUDING CLEANING & PREPARATION) BASED ON THEIR LEVEL OF M13 GROUT SHALL BE COMPACTED BY VIBRATOR OR BY RODDING WITH A ROD NOT LESS THAN 24mm
ADDITIONAL STEELWORK, CLEATS AND BOLTS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
EXPOSURE (ATMOSPHERIC CORROSIVITY CATERGORY) IN ACCORDANCE WITH AS/NZS 2312 AND DIAMETER.
S5 UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: THE REFERENCED STANDARDS THERE IN.
M14 ALL CORES SHALL BE FILLED WITH GROUT, UNLESS NOTED OTHERWISE.
ELEMENT STEEL GRADE S20 REGARDLESS OF THE PROTECTIVE COATING SYSTEM ADOPTED, SOME ONGOING MAINTENANCE IS
TO BE EXPECTED THROUGHOUT THE DESIGN LIFE OF EXPOSED STEELWORK, PARTICULARLY IN M15 REINFORCEMENT SHALL BE PLACED ACCURATELY AND TIED SECURELY BEFORE PLACEMENT OF
HOT ROLLED SECTIONS 300 PLUS COASTAL ENVIRONMENTS. GROUT.
WELDED SECTIONS (WB, WC) 300 PLUS S21 M16 UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL BE PROVIDED IN BLOCKWORK AT
NON-DESTRUCTIVE WELD TESTING, WHERE SPECIFIED, SHALL BE CARRIED OUT BY SUITABLY
CHS UP TO AND INCLUDING 168 DIA. C250 QUALIFIED PERSONNEL IN ACCORDANCE WITH CLAUSE 7.4 OF AS1554.1 USING APPROPRIATE 8.0m CRS. AND AT 4.0m FROM CORNERS, AND IN BRICKWORK AT 5.0m CRS. AND AT 2m TO 4.5m FROM
RADIOGRAPHIC, ULTRASONIC, MAGNETIC PARTICLE OR DYE PENETRATION TECHNIQUES. THE CORNERS. CONTRACTOR TO CO-ORDINATE LOCATIONS WITH ARCHITECT. JOINTS TO BE 10mm WIDE.
CHS GREATER THAN 168 DIA, SHS AND RHS C350 RESULTS SHALL BE PROMPTLY FORWARDED TO THE ENGINEER FOR REVIEW PRIOR TO ERECTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH CEMENT CONCRETE & AGGREGATES AUSTRALIA
OF THE STEELWORK. TECHNICAL NOTE TN61.
FLOOR PLATES 250
MERCHANT BAR - ROUNDS, SQUARES 300 PLUS S22 ALL COATED SURFACES DAMAGED BY SITE WELDS OR CUTTING SHALL BE THOROUGHLY CLEANED, M17 NO HOLES OR CHASES SHALL BE CUT INTO BLOCKWORK/BRICKWORK WITHOUT PRIOR APPROVAL OF
AND FLATS PREPARED AND PAINTED IN ACCORDANCE WITH AS2312. THE ENGINEER.
M18 ALL WALL INTERSECTIONS SHALL BE OF BONDED CONSTRUCTION OR TIED WITH MEDIUM DUTY TIES
AT 400mm MAXIMUM CRS.
S6 UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE 6mm CONTINUOUS FILLET WHERE POSSIBLE,
OTHERWISE ADOPT CPBW. ALL WELDS SHALL BE CATERGORY GP U.N.O. ALL WELDS SHALL BE FROM
M19 IN CAVITY/BRICK VENEER WALLS PROVIDE MEDIUM DUTY GALVANISED WALL TIES AT 600 CENTRES
E43XX/W40X ELECTRODES OR ALTERNATIVES GIVING A NOMINAL TENSILE STRENGTH OF WELD
METAL fuw OF 430MPa OR GREATER. MASONRY BLOCK & BRICKWORK VERTICALLY AND HORIZONTALLY AND AT 300 AVERAGE CENTRES ADJACENT TO OPENINGS. TIES TO
BE EMBEDDED A MINIMUM OF 50mm INTO THE MORTAR JOINTS. STAINLESS STEEL TIES SHALL BE
M1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3700 MASONRY CODE AND USED IN LOCATIONS LESS THAN 1km FROM THE COAST.
S7 ALL CLEATS AND GUSSET PLATES SHALL BE 10mm THICK, UNLESS NOTED OTHERWISE.
THE REFERENCED STANDARDS THEREIN.
S8 ALL BOLTS SHALL BE M20 8.8/S UNLESS NOTED OTHERWISE. BOLT HOLES SHALL BE 2mm GREATER
THAN SPECIFIED BOLT SIZE UNLESS NOTED OTHERWISE. M2 MINIMUMDURABILITY
MINIMUM DURABILITYREQUIREMENTS.
REQUIREMENTS.
LOCATION SALT ATTACK MORTAR DURABILITY CLASS OF
S9 BOLT DESIGNATIONS SHALL CONFORM TO THE FOLLOWING: RESISTANCE GRADE CLASS WALL TIES AND BUILT
OF MASONRY UNITS IN COMPONENTS
DESIGNATION AUST. STANDARD INSTALLATION METHOD
INTERIOR MASONRY GENERAL PURPOSE M3 R3
4.6/S AS 1111 SNUG TIGHT EXTERIOR MASONRY GENERAL M3 R3
GREATER THAN 1 km FROM COAST PURPOSE
8.8/S AS/NZS 1252 SNUG TIGHT
EXTERIOR MASONRY EXPOSURE M4 R4
8.8/TB AS/NZS 1252 FULLY TENSIONED (SOME SLIP ALLOWED) UP TO 1 km FROM COAST
8.8/TF AS/NZS 1252 FULLY TENSIONED WITH NO SLIP. M3 ALL MASONRY BLOCKS SHALL HAVE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 15MPa.
CONTACT SURFACES TO BE FREE FROM
APPLIED FINISHES M4 ALL LOAD-BEARING BRICKS SHALL HAVE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF
20MPa.
S10 LOAD INDICATING WASHERS SHALL BE USED TO VERIFY TIGHTENING OF BOLTS IN TF AND TB
CONNECTIONS. M5 CLAY BRICKS SHALL EXHIBIT A MAXIMUM 5 YEAR EXPANSION OF 1.0mm/m. THE BRICK SUPPLIER
SHALL PROVIDE A RECENT TEST CERTIFICATE CONFIRMING THE EXPANSION.
S11 WASHERS SHALL BE INSTALLED UNDER BOTH BOLT HEAD AND NUT AT ALL SLOTTED BOLT HOLE
LOCATIONS. M6 MORTAR SHALL BE CLASS M3 OR M4 IN ACCORDANCE WITH NOTE M2 ABOVE. REFER TO AS3700 FOR
COMPLYING MIX PROPORTIONS. SAND SHALL BE CLEAN WELL GRADED AND FREE OF SILT AND CLAY.
S12 CONCRETE ENCASED AND FIRE SPRAYED STEELWORK SHALL NOT BE PAINTED. NO "BRICKIES LOAM" ALLOWED.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 4
1.3
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.