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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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LEGEND SLABS ON GROUND:
SLABS UNLESS NOTED OTHERWISE, ALL SLABS ON GROUND TO BE
NOTES: SHORING SYSTEM NOTES:
· SHORING SYSTEM PILES TO BE DESIGNED, RPEQ CERTIFIED AND
CONSTRUCTED AS FOLLOWS: CONFIRM STEPS, FALLS, HOBS, REBATES AND RAMPS WITH ARCHITECT.
250 - DENOTES SUSPENDED SLAB THICKNESS. INSTALLED BY A SPECIALIST CONTRACTOR IN ACCORDANCE WITH
· 120 THICK SLABS:
### ENGINEER TO BE NOTIFIED OF ANY REBATES / STEPS THAT AFFECT THE AS 2159 (AND ANY APPLICABLE STANDARDS REFERENCED THEREIN).
- DENOTES SLAB STEP - REFER ARCHITECT & DETAILS REINFORCEMENT - SL82 FABRIC TOP SUSPENED SLAB DESIGN AS THIS PLAN MAY REQUIRE AMENDING SHORING SYSTEM PILES TO BE DESIGNED FOR THE TEMPORARY
FALL - FALL DIRECTION IN SLAB - REFER ARCHITECT N12 CONTINUOUS PERIMETER TRIMMERS ALL EDGES (500 LAP) CASE (i.e. BRACED, ANCHORED OR CANTILEVERED DURING
- XX DEEP WET AREA SETDOWN. 200 THICK SLABS OVER BACKFILL (N.S.O.P.):
WATERPROOFING NOTE: CONSTRUCTION) AND THE PERMANENT CASE (i.e. PROPPED BY
·
X
-X
(50mm MAXIMUM SETDOWN - CONFIRM WITH ARCHITECT) A CONTINUOUS WATERPROOFING SYSTEM IS TO BE APPLIED AND BUILDING SLABS) INCLUDING ANY IMPOSED BUILDING LOADS
REINFORCEMENT - SL82 FABRIC TOP SPECIFIED ON THESE DRAWINGS.
- SL92 FABRIC BOTTOM CERTIFIED BY A SPECIALIST WATERPROOFING CONTRACTOR ENGAGED
120 - DENOTES SLAB ON GRADE THICKNESS
N12 CONTINUOUS PERIMETER TRIMMERS ALL EDGES (500 LAP) BY THE BUILDER. THE WATERPROOFING SYSTEM IS TO INCLUDE ALL
GD - GRATED DRAIN - REFER ARCHITECT SLAB AND WALL JOINT SEALANTS / WATERSTOPS AS REQUIRED. REFER · THE BUILDER IS RESPONSIBLE FOR ENSURING THAT THE SPECIALIST
ARCHITECT FOR FURTHER DETAILS. SHORING SYSTEM CONTRACTOR COMPLIES WITH THE INTENDED
DKJ - DOWELLED KEY JOINT - REFER DETAIL · WHERE SAW CUTS ARE REQUIRED AT 200 THICK SLAB ZONES, STOP DESIGN AND CONSTRUCTION PERFORMANCE CRITERIA. EXTENT,
BOTTOM FABRIC 50mm EACH SIDE OF JOINT & INCREASE SAW CUT IT IS RECOMMENDED EXPOSED FINISH SUSPENDED SLABS TO CONTAIN
ET# - SLAB EDGE THICKENING - REFER DETAIL LAYOUT, LEVELS OF SHORING SYSTEM, ELEVATIONS AND SECTION
DEPTH LOCALLY TO 60mm. XYPEX WATERPROOFING ADDITIVE IN ACCORDANCE WITH SUPPLIERS
DETAILS ARE TO BE CONFIRMED ON SITE BY CONTRACTOR SUBJECT
RECOMMENDATIONS.
TO GEOTECHNICAL ENGINEER'S ADVICE.
FOOTINGS
· REFER PAVEMENT & SUBBASE PREPARATION NOTES FOR
FOUNDING REQUIREMENTS. · REFER XXXXXXXXXXXXXXXXXXX PLAN FOR CAPPING BEAM LEVELS
FB# - FOOTING BEAM - REFER DETAILS NOTE: AND VERTICAL LOADS. THE LOADS PROVIDED ARE ULTIMATE
- DENOTES SCREW PILE TO ULTIMATE LIMIT STATE LOAD INSTALLED · ALL SLAB JOINTS ARE TO BE REFLECTED THROUGH BRITTLE THE PRINCIPLE CONTRACTOR IS TO NOTIFY THE STRUCTURAL ENGINEER
MAXIMUM LOADS APPLIED TO CAPPING BEAM FOR PILE DESIGN. THE
TO PILING CONTRACTORS DESIGN & CERTIFICATION FINISHES. OF ANY EASEMENTS, SERVICES, OBSTRUCTIONS ETC. CONTAINED ON OR
SHORING CONTRACTOR IS TO NEGLECT COMBINED AXIAL FORCES
AROUND THE SITE PRIOR TO CONSTRUCTION AS THIS FOUNDATION
TO DETERMINE CRITICAL BENDING MOMENTS FOR PILING DESIGN.
· REFER GENERAL NOTES SHEET 1.0 FOR CONCRETE GRADE, COVER DESIGN MAY NEED TO BE AMENDED.
WALLS/COLUMNS UNDER AND/OR OVER AND ADDITIONAL DETAILS. · SHORING PILES TO BE DESIGNED FOR ANY ULTIMATE BENDING
- DENOTES LOAD BEARING WALL/COLUMN UNDER FOUNDATION CRITERIA MOMENTS RESULTING FROM ECCENTRIC LOADING AND PERMISSIBLE
FOOTING BEAMS TO BE SUPPORTED VIA SCREW PILES TO SOCKET INTO POSITIONAL DEVIATIONS OUTLINED IN SECTION 7.2 OF AS2159.
- DENOTES LOAD BEARING BLOCK OVER - BW1 U.N.O BACKFILL NOTE: MEDIUM DENSE (OR DENSER) SAND WITH A MINIMUM ALLOWABLE END WHERE POSITIONAL TOLERANCES EXCEED THE LIMITS OF AS2159,
- DENOTES NON LOAD BEARING BLOCK OVER - BW1 U.N.O · BACKFILL MATERIAL SHALL BE GRAVEL OR LIGHTLY COMPACTED BEARING CAPACITY OF 600kPa. WESTERA PARTNERS ARE TO BE NOTIFIED PRIOR TO COMMENCING
GRANULAR MATERIAL. FURTHER CONSTRUCTION WORKS.
- DENOTES LOAD BEARING CONCRETE WALL/COLUMN/RCB OVER - · CONTROLLED FILL TO BE PLACED, COMPACTED, TESTED AND WHERE FOOTINGS NOT SUPPORTED VIA SCREW PILES FOOTINGS TO FOUND
CW1 U.N.O INTO MEDIUM DENSE SAND (OR DENSER) WITH A MINIMUM ALLOWABLE
CERTIFIED IN ACCORDANCE WITH AS3798 AND THE EARTHWORKS · MAXIMUM LATERAL DEFLECTION OF SHORING SYSTEM TO BE 15mm
PROCEDURE OUTLINED IN THE GEOTECHNICAL REPORT. BEARING CAPACITY OF 100kPa AT NATURAL SURFACE LEVEL. APPROPRIATE SURVEY MARKS ARE TO
BE PLACED ALONG TOP OF WALL AT 7.5m CRS AND PLAN LOCATION
BLOCK / MASONRY WALLS & COLUMNS WHERE GROUND SLABS FOUNDED ON NATURAL SOILS/FILL FOOTINGS TO IS TO BE PROVIDED TO +/- 3mm BY A LICENSED SURVEYOR
FOUND INTO RECOMPACTED/MEDIUM DENSE SAND WITH A MINIMUM
TBC
BW# - BLOCK WALL OVER - REFER SCHEDULE ON SHEET 2.0 IMMEDIATELY AFTER INSTALLATION OF SHORING SYSTEM.
TEMPORARY EXCAVATION BATTER ALLOWABLE BEARING CAPACITY OF 100kPa TO SUIT A SOIL REACTIVITY OF A
BU - BLOCK UPSTAND OVER - REFER DETAIL ON SHEET 2.0 A SAFE TEMPORARY EXCAVATION TO BE BATTERED/BENCHED IN CLASS 'S'
· IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL
PW - BLOCK PLANTER WALL - REFER DETAIL ON SHEET 2.0 ACCORDANCE WITH GEOTECHNICAL ENGINEERS REQUIREMENTS. TO BE NECESSARY APPROVALS FOR SHORING SYSTEM (INCLUDING
CONFIRMED ON SITE. ALL FOUNDING STRATA IN THE BASE OF FOOTINGS (NOT SUPPORTED VIA
BS - BLOCK SILL OVER - REFER DETAIL ON SHEET 2.0 SCREW PILES) TO BE INSPECTED BY A SUITABLY QUALIFIED AND GROUND ANCHORS WHERE APPLICABLE) AND TO LOCATE AND
EXPERIENCED GEOTECHNICAL ENGINEER. AVOID CLASHES WITH ALL SERVICES LIKELY TO BE AFFECTED.
BCJ - BLOCK CONTROL JOINT - REFER DETAIL ON SHEET 2.0
CONTROLLED FILL MATERIAL ANY VARIANCE TO ABOVE FOUNDING CRITERIA MAY RESULT IN THIS PLAN
REQUIRING AMENDING · TO LIMIT THE IMPACT ON NEIGHBOURING PROPERTY AND
CONTROLLED FILL TO BE PLACED, COMPACTED, TESTED AND CERTIFIED IN INFRASTRUCTURE DURING INSTALLATION (SUCH AS NOISE &
CONCRETE COLUMNS, WALLS & BEAMS ACCORDANCE WITH AS3798 AND THE EARTHWORKS PROCEDURE OUTLINED VIBRATION) IMPLEMENTATION OF THE FOLLOWING MEASURES (BUT
CC# - CONCRETE COLUMN - REFER DETAIL ON SHEET 2.1 BY THE PROJECT ENGINEER IN THE GEOTECHNICAL REPORT. NOT LIMITED TO) ARE RECOMMENDED:
- SURVEY AND VIBRATION MONITORING
CW# - CONCRETE WALL - REFER DETAIL ON SHEET 2.2
- DILAPIDATION REPORTS OF NEIGHBOURING PROPERTIES
CS - DENOTES CONCRETE SILL - REFER DETAIL ON SHEET 2.2 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
STEEL COLUMNS EXCAVATION. THIS DOCUMENTATION SHALL INCLUDE:
FOR APPROVAL BY THE ARCHITECT AND ENGINEER.
SC# - STEEL COLUMN - SIZE TBC · 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
(O) - DENOTES COLUMN OVER REQUIREMENTS.
- ALL APPLICABLE DETAILS, NOTES AND DESIGN ASSUMPTIONS
- PROPOSED INSTALLATION SEQUENCE/METHODOLOGY.
NOTES: EXISTING SERVICES: - LOADS TO BE IMPOSED BY THE SHORING SYSTEM ON THE BUILDING
N1 - FOOTING BEAM TO BLOCKWORK CONNECTION - REFER DETAIL · EXISTING SERVICES (SEWER & STORMWATER ETC. AS APPLICABLE) STRUCTURE, OR ANY PART OF THE SHORING SYSTEM TO BE
AND PROPERTY CONNECTION TO BE ACCURATELY LOCATED ON DESIGNED BY ANOTHER PARTY (e.g. SHOTCRETE INFILL AND
SITE PRIOR TO CONSTRUCTION. CLEARANCES TO BE IN CAPPING BEAM).
ACCORDANCE WITH QDC. MP1.4 AND LOCAL COUNCIL AUTHORITY. - THE PILING CONTRACTOR IS TO CONFIRM THE SHORING SYSTEM
DESIGN DOCUMENTATION REMAINS VALID DURING EXCAVATION
· NO HEAVY MACHINERY IS TO BE USED OVER EASEMENT ZONES. WORKS.
UNLESS APPROVED BY THE RELEVANT AUTHORITY.
· THE PILING CONTRACTOR IS TO NOTIFY THE ARCHITECT AND
· 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.
CLASHES WITH PROPOSED FOOTINGS ARE TO BE SUBMITTED TO
WESTERA PARTNERS FOR REVIEW AND ADVICE PRIOR TO FOOTING · PILE TOLERANCES ARE TO NOT EXCEED ±75mm - REFER PILING
EXCAVATION. CONTRACTOR AND AS2159 SECTION 7.2 FOR ADDITIONAL PILE
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
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