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SUPERSEDED Approved Plans MCU26-0064 & OPW26-0093 · MCU26/0064
Plans and drawings: the text below has words only, no drawings.
GENERAL DIMENSIONS/LEVELS TIMBER FRAMING & BRACING: ABBREVIATIONS:
G1 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE L1. CONSTRUCTION SHALL BE SET OUT USING SURVEY BENCHMARKS PROVIDED BY COUNCIL. T1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 1720, AS 1684 A.C.F. - ALL CORES FILLED
SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS' DOCUMENTS. AND THE REFERENCED STANDARDS THEREIN. BTM. - BOTTOM
L2. ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED B.W. - BOTH WAYS
G2 REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. T2 ALL FRAMING, BRACING AND TIE-DOWN INFORMATION FORMS THE BASIS OF THE CB - CONSTRUCTION BREAK
OBTAINED BY SCALING FROM DRAWINGS. STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL C.O.S. - CONFIRM ON SITE
L3. DIMENSION STANDARDS: ONLY BE ACCEPTED ON APPROVAL OF THE ENGINEER. D&C - DESIGN & CONSTRUCT
G3 UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
DWG - DRAWING
MILLIMETRES. - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). T3 PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS
E.F. - EACH FACE
- STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm). AND ALTERNATIVE TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING
H.D.G. - HOT DIP GALVANISED
G4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE DRAWINGS ARE TO BE DESIGNED AND CERTIFIED BY THE SUPPLIER'S STRUCTURAL
STRUCTURE UNTIL ITS COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE L4. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM. ENGINEER. DESIGN AND INSPECTION CERTIFICATES FOR THESE ELEMENTS ARE TO BE Lg. - LONG
IS OVER-STRESSED BY EXCESSIVE LOADING. ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY. L.V. - LENGTH VARIES
L5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. N.S.O.P. - NOT SHOWN ON PLAN
G5 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION T4 ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS SS - STAINLESS STEEL
OF THE APPLICABLE STANDARD EXCEPT WHERE VARIED BY THE SPECIFICATION AND/OR L6. DESIGN USES DIGITAL TERRAIN MODEL GENERATED FROM THE SITE SURVEY. SOME SPECIFIED IN AS1684.2 - APPENDIX B. TYP. - TYPICAL
DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS U.N.O. - UNLESS NOTED OTHERWISE
FOLLOWING: T5 ALL HWD TIMBER SHALL BE SEASONED UNO. V - VARIES
AS 1163 STRUCTURAL STEEL HOLLOW SECTIONS
AS 1170 SAA LOADING CODE T6 ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS, SHAKES, CHECKS, WANES AND ANY
AS 1554 WELDING OF STEEL STRUCTURES
CONSTRUCTABILITY CONSTRAINTS: OTHER IMPERFECTIONS WITHIN CONNECTION ZONES.
AS 1664 ALUMINIUM STRUCTURES
CC1. CONSTRUCTABILITY CONSTRAINTS:
AS 1684 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION T7 ALL TIMBER FRAMING TO BE MINIMUM H5 TREATED UNO.
AS 1720 TIMBER STRUCTURES
A) PROTECT ALL EXISTING INFRASTRUCTURE (EG REVETMENT WALLS, PAVEMENTS,
AS 2159 PILING CODE T8 EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.
AS 4100 STEEL STRUCTURES - SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
AS 4997 GUIDELINES FOR THE DESIGN OF MARITIME STRUCTURES SPECIES (MINIMUM) SAWN TIMBER (UNO)
B) ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
AS 5100 BRIDGE DESIGN
FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND
BCA BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE) T9 WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS (EXCEPT CUP-HEAD
WORKS.
BOLTS) BEARING AGAINST TIMBER AS FOLLOWS:
G6 ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE BOLT SIZE WASHER
CC2. NO WORK TO COMMENCE ON SITE UNTIL:
PROCEEDING WITH THE WORK. <=M12 50X50X3.0mm
- OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
M16 57X57X4.0mm
- CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
G7 ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE M20 65X65X5.0.mm
SAFETY) FOR SUPERINTENDENT'S REVIEW.
THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER. >M20 75X75X6.0mm
PROPRIETARY PRODUCTS INCLUDES PREFABRICATED TRUSSES, LIGHT-GAUGE STEEL
FRAMING, FLOORING PRODUCTS, RECYCLED TIMBER AND PLASTICS, BALUSTRADES, SCREENS, T10 X….. INDICATES M12DIA ANCHOR ROD/BOLT
SHADE FABRICS, JOINERY, PARTITIONS AND OPERABLE WALLS. DRIVEN PILES:
T11 [X]….. INDICATES M16DIA ANCHOR ROD/BOLT
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP P1. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159.
GROOVES AND THE LIKE. T12 SB…. INDICATES STRAP BRACE ROOF BRACING FIXED TO TOP OF EACH JOIST WITH 2
P2. CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS. SCREWS. BEND STRAP BRACING OVER AT ENDS, FIX WITH 2 SCREWS TO TOP OF JOIST
G9 GIVE AT LEAST 24 HOURS NOTICE OF AN INSPECTION BEING REQUIRED FOR : AND 4 SCREWS TO SIDE FACE OF SUPPORTING MEMBER. ALL ROOFS TO BE BRACED.
- PILING P3. DESIGN LOADS: PILES TO ACHIEVE GEOTECHNICAL CAPACITIES (VERTICAL &
- JETTY FRAMING (TIMBER) HORIZONTAL) SHOWN ON THE DRAWINGS T13 ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
- BRACING AND TIE DOWN ISO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
P4. REQUIRED PILE POSITION TOLERANCES: STEEL A4-70:
G10 ALL FABRICATION SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND -SCREWS TO BE NO.14 TYPE 17 WITH 50MM EMBEDMENT (UNO)
COMMENT IN A3 HARDCOPY OR PDF FORMAT. PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM. -ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
PILE VERTICALITY: STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
G11 ABBREVIATIONS (GENERAL): - WITHIN 4% FOR ALL PILES EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
NTS NOT TO SCALE NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
UNO UNLESS NOTED OTHERWISE P5. PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS
NSOE NOT SHOWN ON ELEVATION SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED T14 PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS IN ACCORDANCE WITH AS 1684
NSOP NOT SHOWN ON PLAN GEOTECHNICAL ENGINEER. FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
TYP TYPICAL
(O) OVER P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY T15 FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
(U) UNDER BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE DIAPHRAGM:
CRS CENTRES SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED. -PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
NOM NOMINAL MIDSPAN FOR SPANS < 4200mm
CFW CONTINUOUS FILLET WELD -PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
ALUMINIUM: THIRD POINTS FOR SPANS >4200mm
DESIGN CRITERIA A1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH BEST PRACTISE ALUMINIUM T16 FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
FABRICATION AND THE CURRENT AUSTRALIAN STANDARD AS 1664. (D = FIXING SHANK DIA. IN mm):
A2. ALUMINIUM SECTIONS SHALL COMPLY WITH AS 1734, AS 1886 OR AS 1867. BOLTS 4D EDGE DISTANCE TO BOTH EDGES IN DIRECTION OF SHEAR LOAD
DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS
IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE. A3. ALL WELDING SHALL COMPLY WITH AS 1665. 5D PITCH BETWEEN BOLTS
ELEMENT UDL CONCENTRATED A4. ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD 5D EDGE DISTANCE FROM END OF ELEMENT
CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE 13D MINIMUM OVERALL ELEMENT DEPTH
DECK 2.0kPa 2.7kN
WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON: SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS
IMPORTANCE LEVEL 2 TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
REGION B A5. ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND, MINIMUM DISTANCE
ULTIMATE WIND SPEED 51 m/s UNLESS NOTED OTHERWISE.
SERVICEABILITY WIND SPEED 39 m/s A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6 SPACING TYPE HOLES FOR HOLES FOR
TERRAIN CATEGORY 2.5 UNLESS NOTED OTHERWISE. NAILS NOT NAILS PREBORED SCREWS
A7. ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116. PREBORED TO 80% DIA.
DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED END DISTANCE 20D 10D 10D
ON: FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND EDGE DISTANCE 5D 5D 5D
ACCELERATION COEFFICIENT 0.06 WASHERS WITH SHANK COLLARS. ALONG-GRAIN SPACING 20D 10D 10D
SITE FACTOR 1 A9. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER CROSS-GRAIN SPACING 10D 3D 3D
IMPORTANCE LEVEL 1 FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
STRUCTURE TYPE THE ENGINEER, PROIR TO COMMENCING FABRICATION.
DESIGN CATEGORY EDC1
DC4 FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS: TEMPORARY WORKS:
ELEMENT FRL (mins)
COLUMNS -/-/-
BEAMS -/-/- T1. MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
WALLS -/-/- OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS
CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
T2. CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS: BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
-V100 = 1m/s.
NOOSA COUNCIL
DC7 DESIGN LIFE IN ACCORDANCE WITH AS 4997 FOR THE APPLICABLE FACILITY CATEGORY:
2 SMALL CRAFT FACILITY - 25 YEARS.
APPROVED PLAN
MCU26/0064 & OPW26/0093
10 SEP 2026
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY SERVICES
Email: [email protected]
Phone: 0408 137 526
Long View PROPOSED NEW JETTY
18 MASTHEAD QUAY, NOOSAVILLE, 4566, QLD
STRUCTURAL NOTES SHEET
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
V Post: PO Box 963 Cooroy QLD 4563
DRAWN
N.N.
CHECKED
N.N.
APPROVED DATE
29/06/2026
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Mobile: 0414 681 676
DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
DESCRIBED AS "CONSTRUCTION Email: [email protected]
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951 21.101-019 S02 C1
Document Set ID: 24940208
Version: 1, Version Date: 10/07/2026
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