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 20, section 1. The text section number identifies this passage in the reader.
LEGEND BACKFILL NOTE:
SLABS ON GROUND: · BACKFILL MATERIAL SHALL BE GRAVEL OR LIGHTLY COMPACTED RETENTION PILE SYSTEM
SHORING SYSTEM NOTES:
NOTES:
SLABS UNLESS NOTED OTHERWISE, ALL SLABS ON GROUND TO BE GRANULAR MATERIAL. · SHORING SYSTEM PILES TO BE DESIGNED, RPEQ CERTIFIED AND
- DENOTES SLAB STEP - REFER ARCHITECT & DETAILS CONSTRUCTED AS FOLLOWS: · CONTROLLED FILL TO BE PLACED, COMPACTED, TESTED AND INSTALLED BY A SPECIALIST CONTRACTOR IN ACCORDANCE WITH
FALL
· 120 THICK SLABS:
### CERTIFIED IN ACCORDANCE WITH AS3798 AND THE EARTHWORKS AS 2159 (AND ANY APPLICABLE STANDARDS REFERENCED THEREIN).
- FALL DIRECTION IN SLAB - REFER ARCHITECT REINFORCEMENT - SL82 FABRIC TOP PROCEDURE OUTLINED IN THE GEOTECHNICAL REPORT. SHORING SYSTEM PILES TO BE DESIGNED FOR THE TEMPORARY
- XX DEEP WET AREA SETDOWN. N12 CONTINUOUS PERIMETER TRIMMERS ALL EDGES (500 LAP) CASE (i.e. BRACED, ANCHORED OR CANTILEVERED DURING
X
-X
(50mm MAXIMUM SETDOWN - CONFIRM WITH ARCHITECT) CONSTRUCTION) AND THE PERMANENT CASE (i.e. PROPPED BY
· 200 THICK SLABS OVER BACKFILL (N.S.O.P.):
120 - DENOTES SLAB ON GRADE THICKNESS
REINFORCEMENT - SL82 FABRIC TOP NOTE: BUILDING SLABS) INCLUDING ANY IMPOSED BUILDING LOADS
THE PRINCIPLE CONTRACTOR IS TO NOTIFY THE STRUCTURAL ENGINEER SPECIFIED ON THESE DRAWINGS.
DKJ - DOWELLED KEY JOINT - REFER DETAIL - SL92 FABRIC BOTTOM
N12 CONTINUOUS PERIMETER TRIMMERS ALL EDGES (500 LAP) OF ANY EASEMENTS, SERVICES, OBSTRUCTIONS ETC. CONTAINED ON OR
ET# - SLAB EDGE THICKENING - REFER DETAIL AROUND THE SITE PRIOR TO CONSTRUCTION AS THIS FOUNDATION · THE BUILDER IS RESPONSIBLE FOR ENSURING THAT THE SPECIALIST
DESIGN MAY NEED TO BE AMENDED. SHORING SYSTEM CONTRACTOR COMPLIES WITH THE INTENDED
· WHERE SAW CUTS ARE REQUIRED AT 200 THICK SLAB ZONES, STOP DESIGN AND CONSTRUCTION PERFORMANCE CRITERIA. EXTENT,
FOOTINGS BOTTOM FABRIC 50mm EACH SIDE OF JOINT & INCREASE SAW CUT LAYOUT, LEVELS OF SHORING SYSTEM, ELEVATIONS AND SECTION
DEPTH LOCALLY TO 60mm. DETAILS ARE TO BE CONFIRMED ON SITE BY CONTRACTOR SUBJECT
FB# - FOOTING BEAM - REFER DETAILS
TO GEOTECHNICAL ENGINEER'S ADVICE.
- DENOTES SCREW PILE TO ALLOWABLE WORKING LOAD INSTALLED · REFER PAVEMENT & SUBBASE PREPARATION NOTES FOR
TO PILING CONTRACTORS DESIGN & CERTIFICATION FOUNDING REQUIREMENTS. · REFER XXXXXXXXXXXXXXXXXXX PLAN FOR CAPPING BEAM LEVELS
FTG - DENOTES FOOTING STEP - REFER DETAIL AND VERTICAL LOADS. THE LOADS PROVIDED ARE ULTIMATE
· ALL SLAB JOINTS ARE TO BE REFLECTED THROUGH BRITTLE MAXIMUM LOADS APPLIED TO CAPPING BEAM FOR PILE DESIGN. THE
FINISHES. SHORING CONTRACTOR IS TO NEGLECT COMBINED AXIAL FORCES
WALLS/COLUMNS UNDER AND/OR OVER TO DETERMINE CRITICAL BENDING MOMENTS FOR PILING DESIGN.
· REFER GENERAL NOTES SHEET 1.0 FOR CONCRETE GRADE, COVER
- DENOTES LOAD BEARING WALL/COLUMN UNDER AND ADDITIONAL DETAILS. · SHORING PILES TO BE DESIGNED FOR ANY ULTIMATE BENDING
- DENOTES LOAD BEARING BLOCK OVER - BW1 U.N.O MOMENTS RESULTING FROM ECCENTRIC LOADING AND PERMISSIBLE
POSITIONAL DEVIATIONS OUTLINED IN SECTION 7.2 OF AS2159.
- DENOTES NON LOAD BEARING BLOCK OVER - BW1 U.N.O
WATERPROOFING NOTE: WHERE POSITIONAL TOLERANCES EXCEED THE LIMITS OF AS2159,
- DENOTES LOAD BEARING CONCRETE WALL/COLUMN/RCB OVER - A CONTINUOUS WATERPROOFING SYSTEM IS TO BE APPLIED AND WESTERA PARTNERS ARE TO BE NOTIFIED PRIOR TO COMMENCING
CW1 U.N.O CERTIFIED BY A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED FURTHER CONSTRUCTION WORKS.
BY THE BUILDER. THE WATERPROOFING SYSTEM IS TO INCLUDE ALL SLAB
AND WALL JOINT SEALANTS/WATERSTOPS AS REQUIRED. REFER · MAXIMUM LATERAL DEFLECTION OF SHORING SYSTEM TO BE 15mm
BLOCK / MASONRY WALLS & COLUMNS AT NATURAL SURFACE LEVEL. APPROPRIATE SURVEY MARKS ARE TO
ARCHITECT FOR FURTHER DETAILS.
BW# - BLOCK WALL OVER - REFER SCHEDULE ON SHEET 2.0 BE PLACED ALONG TOP OF WALL AT 7.5m CRS AND PLAN LOCATION
IS TO BE PROVIDED TO +/- 3mm BY A LICENSED SURVEYOR
BCJ - BLOCK CONTROL JOINT - REFER DETAIL ON SHEET 2.0
TBC
IMMEDIATELY AFTER INSTALLATION OF SHORING SYSTEM.
TEMPORARY EXCAVATION BATTER
NLB - NON LOAD BEARING BLOCKWORK WALL - REFER DETAIL
A SAFE TEMPORARY EXCAVATION TO BE BATTERED/BENCHED IN · IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL
ACCORDANCE WITH GEOTECHNICAL ENGINEERS REQUIREMENTS. TO BE NECESSARY APPROVALS FOR SHORING SYSTEM (INCLUDING
CONFIRMED ON SITE.
CONCRETE COLUMNS, WALLS & BEAMS GROUND ANCHORS WHERE APPLICABLE) AND TO LOCATE AND
AVOID CLASHES WITH ALL SERVICES LIKELY TO BE AFFECTED.
CW# - CONCRETE WALL - REFER DETAIL ON SHEET 2.2
CONTROLLED FILL MATERIAL · TO LIMIT THE IMPACT ON NEIGHBOURING PROPERTY AND
NOTES: CONTROLLED FILL TO BE PLACED, COMPACTED, TESTED AND CERTIFIED IN INFRASTRUCTURE DURING INSTALLATION (SUCH AS NOISE &
ACCORDANCE WITH AS3798 AND THE EARTHWORKS PROCEDURE OUTLINED VIBRATION) IMPLEMENTATION OF THE FOLLOWING MEASURES (BUT
N1 - FOOTING BEAM TO BLOCKWORK CONNECTION - REFER DETAIL BY THE PROJECT ENGINEER IN THE GEOTECHNICAL REPORT. NOT LIMITED TO) ARE RECOMMENDED:
- SURVEY AND VIBRATION MONITORING
- DILAPIDATION REPORTS OF NEIGHBOURING PROPERTIES
BCJ - DENOTES BLOCKWORK CONTROL JOINT.
· WHERE NOT SPECIFICALLY LOCATED ON PLAN, THE BUILDER IS TO · THE PROPOSED SHORING SYSTEM DESIGN DOCUMENTATION SHALL
CLEARLY MARK THE PROPOSED LOCATIONS OF ALL BCJ'S ON A PLAN BE SUBMITTED TO WESTERA PARTNERS FOR REVIEW PRIOR TO
FOR APPROVAL BY THE ARCHITECT AND ENGINEER. EXCAVATION. THIS DOCUMENTATION SHALL INCLUDE:
· BCJ LOCATIONS ARE TO COMPLY WITH NOTE M16 ON SHEET 1.1 AND
THE TYPICAL DETAILS ON SHEET 2.0. - PROPOSED SHORING PILE LAYOUTS AND BRACING/ANCHORING
FOUNDATION CRITERIA REQUIREMENTS.
FOOTING BEAMS TO BE SUPPORTED VIA SCREW PILES TO SOCKET INTO - ALL APPLICABLE DETAILS, NOTES AND DESIGN ASSUMPTIONS
MEDIUM DENSE (OR DENSER) SAND WITH A MINIMUM ALLOWABLE END - PROPOSED INSTALLATION SEQUENCE/METHODOLOGY.
BEARING CAPACITY OF 600kPa. EXISTING SERVICES: - LOADS TO BE IMPOSED BY THE SHORING SYSTEM ON THE BUILDING
· EXISTING SERVICES (SEWER & STORMWATER ETC. AS APPLICABLE) STRUCTURE, OR ANY PART OF THE SHORING SYSTEM TO BE
WHERE FOOTINGS NOT SUPPORTED VIA SCREW PILES FOOTINGS TO FOUND AND PROPERTY CONNECTION TO BE ACCURATELY LOCATED ON DESIGNED BY ANOTHER PARTY (e.g. SHOTCRETE INFILL AND
INTO MEDIUM DENSE SAND (OR DENSER) WITH A MINIMUM ALLOWABLE SITE PRIOR TO CONSTRUCTION. CLEARANCES TO BE IN CAPPING BEAM).
BEARING CAPACITY OF 100kPa ACCORDANCE WITH QDC. MP1.4 AND LOCAL COUNCIL AUTHORITY. - THE PILING CONTRACTOR IS TO CONFIRM THE SHORING SYSTEM
DESIGN DOCUMENTATION REMAINS VALID DURING EXCAVATION
WHERE GROUND SLABS FOUNDED ON NATURAL SOILS/FILL FOOTINGS TO · NO HEAVY MACHINERY IS TO BE USED OVER EASEMENT ZONES. WORKS.
FOUND INTO RECOMPACTED/MEDIUM DENSE SAND WITH A MINIMUM UNLESS APPROVED BY THE RELEVANT AUTHORITY.
ALLOWABLE BEARING CAPACITY OF 100kPa TO SUIT A SOIL REACTIVITY OF A
· THE PILING CONTRACTOR IS TO NOTIFY THE ARCHITECT AND
CLASS 'S'
· SERVICE LOCATIONS ARE TO BE PROVIDED TO WESTERA PARTNERS ENGINEER OF ANY SHORING PILE DISCREPANCIES COMPARED TO
FOR REVIEW PRIOR TO CONSTRUCTION. ANY VARIATIONS OR CONSULTANT DOCUMENTATION.
ALL FOUNDING STRATA IN THE BASE OF FOOTINGS (NOT SUPPORTED VIA
SCREW PILES) TO BE INSPECTED BY A SUITABLY QUALIFIED AND CLASHES WITH PROPOSED FOOTINGS ARE TO BE SUBMITTED TO
EXPERIENCED GEOTECHNICAL ENGINEER. WESTERA PARTNERS FOR REVIEW AND ADVICE PRIOR TO FOOTING · PILE TOLERANCES ARE TO NOT EXCEED ±75mm - REFER PILING
ANY VARIANCE TO ABOVE FOUNDING CRITERIA MAY RESULT IN THIS PLAN EXCAVATION. CONTRACTOR AND AS2159 SECTION 7.2 FOR ADDITIONAL PILE
REQUIRING AMENDING TOLERANCE NOTES AND DETAILS.
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: STRIP FOOTING DETAILS
3.5
.
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.