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21.101-013_11 Masthead Quay Jetty_[C1]
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
AS 1684 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION T7 ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
CC1. CONSTRUCTABILITY CONSTRAINTS:
AS 1720 TIMBER STRUCTURES
AS 2159 PILING CODE T8 EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
A) PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS,
AS 4100 STEEL STRUCTURES - SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.
AS 4997 GUIDELINES FOR THE DESIGN OF MARITIME STRUCTURES SPECIES (MINIMUM) SAWN TIMBER (UNO)
AS 5100 BRIDGE DESIGN
B) ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
BCA BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE) T9 WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS (EXCEPT CUP-HEAD
FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND
BOLTS) BEARING AGAINST TIMBER AS FOLLOWS:
WORKS.
G6 ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE BOLT SIZE WASHER
PROCEEDING WITH THE WORK. <=M12 50X50X3.0mm
CC2. NO WORK TO COMMENCE ON SITE UNTIL:
M16 57X57X4.0mm
- OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
G7 ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE M20 65X65X5.0.mm
- CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER. >M20 75X75X6.0mm
SAFETY) FOR SUPERINTENDENT'S REVIEW.
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.
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP
DRIVEN PILES: T11 [X]….. INDICATES M16DIA ANCHOR ROD/BOLT
GROOVES AND THE LIKE. T12 SB…. INDICATES STRAP BRACE ROOF BRACING FIXED TO TOP OF EACH JOIST WITH 2
P1. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159. 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.
P2. CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS.
- PILING
- JETTY FRAMING (TIMBER) T13 ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
P3. DESIGN LOADS: PILES TO ACHIEVE GEOTECHNICAL CAPACITIES (VERTICAL & ISO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
- BRACING AND TIE DOWN
HORIZONTAL) SHOWN ON THE DRAWINGS
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)
P4. REQUIRED PILE POSITION TOLERANCES:
COMMENT IN A3 HARDCOPY OR PDF FORMAT. -ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM.
G11 ABBREVIATIONS (GENERAL): EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
PILE VERTICALITY:
NTS NOT TO SCALE NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
- WITHIN 4% FOR ALL PILES
UNO UNLESS NOTED OTHERWISE
NSOE NOT SHOWN ON ELEVATION T14 PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS IN ACCORDANCE WITH AS 1684
P5. PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS
NSOP NOT SHOWN ON PLAN FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
TYP TYPICAL
GEOTECHNICAL ENGINEER.
(O) OVER T15 FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
(U) UNDER DIAPHRAGM:
P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY
CRS CENTRES -PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE
NOM NOMINAL MIDSPAN FOR SPANS < 4200mm
SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED.
CFW CONTINUOUS FILLET WELD -PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
THIRD POINTS FOR SPANS >4200mm
DESIGN CRITERIA ALUMINIUM: T16 FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
(D = FIXING SHANK DIA. IN mm):
BOLTS 4D EDGE DISTANCE TO BOTH EDGES IN DIRECTION OF SHEAR LOAD
DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS A1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH BEST PRACTISE ALUMINIUM 5D PITCH BETWEEN BOLTS
IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE. FABRICATION AND THE CURRENT AUSTRALIAN STANDARD AS 1664. 5D EDGE DISTANCE FROM END OF ELEMENT
ELEMENT UDL CONCENTRATED A2. ALUMINIUM SECTIONS SHALL COMPLY WITH AS 1734, AS 1886 OR AS 1867. 13D MINIMUM OVERALL ELEMENT DEPTH
DECK 2.0kPa 2.7KN A3. ALL WELDING SHALL COMPLY WITH AS 1665.
A4. ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD
DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON: MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS
CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE
IMPORTANCE LEVEL 2 WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
REGION B MINIMUM DISTANCE
SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA
ULTIMATE WIND SPEED 51 m/s TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
SERVICEABILITY WIND SPEED 39.0 m/s SPACING TYPE HOLES FOR HOLES FOR
A5. ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND,
TERRAIN CATEGORY 1.5 NAILS NOT NAILS PREBORED SCREWS
UNLESS NOTED OTHERWISE.
PREBORED TO 80% DIA.
A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6
DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED END DISTANCE 20D 10D 10D
UNLESS NOTED OTHERWISE.
ON: EDGE DISTANCE 5D 5D 5D
A7. ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.
ACCELERATION COEFFICIENT 0.06 ALONG-GRAIN SPACING 20D 10D 10D
A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED
SITE FACTOR 1 CROSS-GRAIN SPACING 10D 3D 3D
FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
IMPORTANCE LEVEL 1 WASHERS WITH SHANK COLLARS.
STRUCTURE TYPE A9. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER
DESIGN CATEGORY EDC1 FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
THE ENGINEER, PROIR TO COMMENCING FABRICATION.
DC4 FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS:
ELEMENT FRL (mins)
COLUMNS -/-/-
BEAMS -/-/- TEMPORARY WORKS:
WALLS -/-/-
DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS T1. MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL T2. CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS: WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
-V100 = 1m/s. BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
CONSTRUCTION ISSUE
© THIS DRAW ING IS ASSOCIATED CONSULTANT: CLIENT: PROJECT: DRAWING TITLE:
Long View
PROTECTED UNDER
COPYRIGHT IN ACCORDANCE
WITH AGREEMENT BETW EEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY GRAEME AND SUZANNE PROPOSED NEW JETTY NOTES SHEET 21.101-013
T/AS LONG VIEW
CONSULTING ENGINEERS
AND THE CLIENT AS NAMED SERVICES CUTLER L Consulting Engineers Pty Ltd JOB No.
HEREIN. EXCLUSIVE USE IS
GRANTED UNDER THE V Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING
Post:
ABN:
PO Box 963 Cooroy QLD 456
87 711 552 832 11 MASTHEAD QUAY DRAWN:
Author
CHECKED: APPROVED:
SAB S002 A
SHALL NOT BE Mobile: 0414 681 676
CONSTRUCTED UNLESS
DESCRIBED AS
A CONSTRUCTION ISSUE 07/04/25 SAB FJM Email: [email protected]
Internet: www.longviewconsulting.com.au
NOOSAVILLE 4566 DESIGNED: CHECKED: RPEQ 19951 DATE: SCALE:
AS NOTED - A1 ORIGINAL SIZE DRAWING No. REVISION.
"CONSTRUCTION ISSUE". REV DESCRIPTION DATE DRAWN APPROVED Designer FJM 07/04/25
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