Council archive · source document
Approved Plans MCU20-0079 & OPW20-0135 · MCU20/0079
Plans and drawings: the text below has words only, no drawings.
NOOSA COUNCIL
APPROVED PLAN
MCU20/0079 & OPW20/0135
25 SEP 2020
Long View ASSOCIATED CONSULTANTS
L Consulting Engineers Pty. Ltd.
V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
Mobile: 0414 681 676
Email: [email protected]
Internet: www.longviewconsulting.com.au
PROJECT
PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
LongView PROJECT No.: CLIENT
20.001-005 PETER WIDDOWS
PROJECT
SITE
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV. REV. REV.
DRAWING No. TITLE DATE: 29/07/20 30/07/20 09/09/20
S01 COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL) C1 C2 C3
S02 STRUCTURAL NOTES SHEET C1 C1 C1
S03 SITE PLAN, FRAMING PLAN, ELEVATIONS C1 C2 C3
S04 JETTY FRAMING DETAILS - SHEET 1 C1 C1 C1
S05 JETTY FRAMING DETAILS - SHEET 2 C1 C1 C1
ISSUE "P1" DENOTES PRELIMINARY ISSUE 1
ISSUE "A", "B" DENOTES APPROVAL / TENDER ISSUE
ISSUE "C1" DENOTES CONSTRUCTION ISSUE 1
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
DRAWING SCHEDULE & TRANSMITTAL
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE
3 CONSTRUCTION ISSUE C3 F.M. LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
09/09/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S01 C3
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Page 2
GENERAL DIMENSIONS/LEVELS TIMBER FRAMING & BRACING:
NOOSA COUNCIL
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
SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS' DOCUMENTS.
L2. ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED
AND THE REFERENCED STANDARDS THEREIN. APPROVED PLAN
G2 REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE
OBTAINED BY SCALING FROM DRAWINGS.
SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. T2 ALL FRAMING, BRACING AND TIE-DOWN INFORMATION FORMS THE BASIS OF THE
STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL MCU20/0079 & OPW20/0135
L3. DIMENSION STANDARDS: ONLY BE ACCEPTED ON APPROVAL OF THE ENGINEER.
G3 UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN
MILLIMETRES.
- REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
- CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). T3 PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS
25 SEP 2020
- STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm). AND ALTERNATIVE TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING
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
IS OVER-STRESSED BY EXCESSIVE LOADING. ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY.
L5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
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
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.
DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS
FOLLOWING: T5 ALL HWD TIMBER SHALL BE SEASONED UNO.
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 CC1. CONSTRUCTABILITY CONSTRAINTS: T7 ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
AS 1720 TIMBER STRUCTURES
AS 2159 PILING CODE A) PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS, T8 EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
AS 4100 STEEL STRUCTURES FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE. - SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
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) FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND 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
PROCEEDING WITH THE WORK. CC2. NO WORK TO COMMENCE ON SITE UNTIL: <=M12 50X50X3.0mm
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.
T11 [X]….. INDICATES M16DIA ANCHOR ROD/BOLT
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP
DRIVEN PILES:
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: -ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
COMMENT IN A3 HARDCOPY OR PDF FORMAT.
STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM. EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
G11 ABBREVIATIONS (GENERAL):
PILE VERTICALITY: NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
NTS NOT TO SCALE
- 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 FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
NSOP NOT SHOWN ON PLAN
SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
TYP TYPICAL
GEOTECHNICAL ENGINEER. T15 FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
(O) OVER
(U) UNDER DIAPHRAGM:
P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY -PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
CRS CENTRES
BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE MIDSPAN FOR SPANS < 4200mm
NOM NOMINAL
SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED. -PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
CFW CONTINUOUS FILLET WELD
THIRD POINTS FOR SPANS >4200mm
T16 FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
DESIGN CRITERIA ALUMINIUM: (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
ROOF 0.25 kPa 1.1KN A3. ALL WELDING SHALL COMPLY WITH AS 1665.
INTERNAL FLOORS 1.5kPa A4. ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD
DECK 2.0kPa MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS
CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE
THOROUGHFARES 4.0 kPa WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
MINIMUM DISTANCE
SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA
DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON: TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
IMPORTANCE LEVEL 2 SPACING TYPE HOLES FOR HOLES FOR
A5. ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND,
REGION B NAILS NOT NAILS PREBORED SCREWS
UNLESS NOTED OTHERWISE.
ULTIMATE WIND SPEED 51 m/s PREBORED TO 80% DIA.
A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6
SERVICEABILITY WIND SPEED 39.0 m/s END DISTANCE 20D 10D 10D
UNLESS NOTED OTHERWISE.
TERRAIN CATEGORY 1.5 EDGE DISTANCE 5D 5D 5D
A7. ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.
ALONG-GRAIN SPACING 20D 10D 10D
A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED
DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED CROSS-GRAIN SPACING 10D 3D 3D
FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
ON: WASHERS WITH SHANK COLLARS.
ACCELERATION COEFFICIENT 0.06 A9. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER
SITE FACTOR 1 FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
IMPORTANCE LEVEL 1 THE ENGINEER, PROIR TO COMMENCING FABRICATION.
STRUCTURE TYPE
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,
-V100 = 1m/s. FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
STRUCTURAL NOTES SHEET
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
29/07/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S02 C1
Page 3
NOTES:
EXISTING
REVETMENT 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
WALL 1500 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
1000
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
5.0
54.991
77°10'
B1
49.003
73°30'
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
ECO 5000 ULTRALIFE
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
2550
TIMBER DECKING
4500 11481 BY BUILDER MARINE GRADE 316.
0.835 ECO 5000 LVL HANDRAIL ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
0.395 B1 BY BUILDER. AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
P1
73°30' 17.481 77°10'
160°32'35" HIGH SET
P1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
2550
SEABED ANCHOR
TO DETAIL J1 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
D
1500
BOUNDARY
ECO 5000 ULTRALIFE
PROJECTE
P1
B1
10000
P1
PROJECTED
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
BOUNDARY
J1 TIMBER DECKING
1500
BY BUILDER
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
TYP.
2550
150
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
KAYAK STEP CONSTRUCTION WORKS.
P1
P1
B1
P1
TO DETAIL.
J1
1200
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
P1
1200
B1
J2
7000 FLOOD LEVEL RECORD FROM BOM DATA.
B1
B1
PROPOSED
P1
~4788 BOAT LIFT P1
P1
P1
BY OTHERS
PROPOSED 150 1200 2750 2750
(9.0m x 3.5m)
BOAT LIFT TYP.
BY OTHERS PROPOSED JETTY
(9.0m x 3.5m) REFER DETAILS
FOR DESIGN ELEMENTS
JETTY SITE PLAN JETTY FRAMING PLAN EXISTING JETTY LOADING CRITERIA:
1:200 1:100
JETTY LIVE LOADS: = 2.0 kPa
LOT: 524 MOORED VESSEL (MAX.)
FRAMING SCHEDULE
N
RP: RP 883848 LENGTH: = 5.0m
NORTH AREA: 1025 m² PIERS: WEIGHT: = 1500 Kg.
P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. TRIMMER JOIST, H6 TREATED.
WITH BLOCKING AND NAILING PLATE TO DETAIL.
ALL TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
ECO 5000 LVL HANDRAIL
TO EXISTING
BY BUILDER.
REVETMENT WALL
(TO COMPLY WITH NOOSA
COUNCIL REGULATIONS)
RECORD FLOOD LEVEL
RL 2.00 AHD.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.0m
MAXIMUM WATER
RL 0.44 AHD
P1
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
NOOSA COUNCIL
APPROVED PLAN
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
MCU20/0079 & OPW20/0135 1:50 1:50
25 SEP 2020
As annotated by Council
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE
3 CONSTRUCTION ISSUE C3 F.M. LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
09/09/2020
SCALE BAR DRAWING SCALES
1:200, 1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S03 C3
Page 4
NOOSA COUNCIL
APPROVED PLAN
MCU20/0079 & OPW20/0135
25 SEP 2020
KICK BOARD 1-M16 BOLT S.S. KICK BOARD ECO 5000 ULTRALIFE KICK BOARD ECO 5000 ULTRALIFE ECO 5000 ULTRALIFE ECO 5000 ULTRALIFE ECO 5000 ULTRALIFE ECO 5000 ULTRALIFE
BY BUILDER J1 TO P1 BY BUILDER TIMBER DECKING BY BUILDER TIMBER DECKING TIMBER DECKING TIMBER DECKING TIMBER DECKING TIMBER DECKING
TYPICAL.
MIN.
100
J1 J1 J1 J1 J1 J1 J1
B1
J1
J1
80
25 B1 1-M16 BOLT S.S. MIN.
1-M16 BOLT S.S. 1-M16 BOLT S.S. 1-M16 BOLT S.S.
RECESS B1 TO P1 NOTCH J1 ENDS 150 x 150 x 10 EA BRACKET S.S.
B1
J1 TO B1 J1 TO B1 J1 TO B1
B1
TYPICAL. 1-M16 BOLT S.S. 2-M12 BOLTS S.S.
B1
B1
25 TYPICAL. 25 PER J1 CONNECTION TYPICAL.
80 PER J1 TO P1 PER J1 CONNECTION
RECESS MIN. RECESS TYPICAL.
TYPICAL. TYPICAL.
1-M16 BOLT S.S.
JOIST J1(A) SHALL
B1 TO P1
BEAR ON J1(B)
P1
P1
P1
TYPICAL.
JOIST & BEAM TO PILE BEAM TO PILE JOIST TO BEAM EXTERNAL JOIST LAP INTERNAL JOIST LAP INTERNAL JOIST TO BEAM JOIST TO PERPENDICULAR JOIST
TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL
1:10 1:10 1:10 1:10 1:10 1:10 1:10
DECKING MITRE
J1
J1
J1
J1
150 x 50 F14 H6
NAILING PLATE ECO 5000 ULTRALIFE
1-M16 BOLT S.S.
J1 J1 TO B1 TIMBER DECKING
TYPICAL.
B1 J1
NOTCH OUT MIN. 25mm
DEEP SEAT AT BEARER B J1 J1
& JOIST CONNECTIONS. -
TYP.
J2
1-M16 BOLT STAGGER
B1 TO P1 B1 TO P1
P1
P1
BOLTS 100 x 75 F14 H6
TYPICAL.
BLOCKING
1-M16 BOLT
J1 J1 J2 TO P1
AT 450 MAX. CRS.
J2
TYPICAL.
TYPICAL J2 SECTION
1-M16 BOLT S.S.
B1 TO P1 1-M16 BOLT
J1 TO B1
A SECTION
TYPICAL.
P1
A TYPICAL. - 1:10
J2
J1 -
/B2 NOTCH J1'S
B1 J1 2-M12 BOLTS
1-M16 BOLT S.S. TO B1
J1 TO P1 ECO 5000 ULTRALIFE
TIMBER DECKING
B1
TYPICAL.
J1 J1
J2
2-M12 S.S.
COACH SCREWS
2-M12 S.S. J1 TO J2 J1
COACH SCREWS TYPICAL.
J1 TO J2 1-M16 BOLT J2
P1
J1 B1 TO P1 B1
P1
TYPICAL.
P1
2-M12 S.S.
COACH SCREWS
J1 TO J1
TYPICAL. 2-M12 S.S. 1-M16 BOLT
COACH SCREWS J1 TO P1
J1 TO J2 TYPICAL. B SECTION
TYPICAL. 1:10
-
DECKING & KICK BOARS OMITTED FOR CLARITY
MITRED DECK
PILE TO BEAM TO JOIST - TYPICAL VIEW TYPICAL PLAN DETAIL
1:10 1:10
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
JETTY FRAMING DETAILS - SHEET 1
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
29/07/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S04 C1
Page 5
NOOSA COUNCIL
APPROVED PLAN KAYAK STEP TO BE A FULLY SEABED ANCHORS TO BE A FULLY
WELDED ALUMINUM FRAME. WELDED ALUMINUM FRAME.
MCU20/0079 & OPW20/0135 BUTT MITRE JOINTS, MITRE JOINTS & CFW ALL ROUND.
CFW ALL ROUND.
25 SEP 2020 10 PLATE GUSSET
100 HIGH
CFW TO CHS 250
600
KICK BOARD 50 x 50 x 4 DECKING
BY BUILDER ALUMINUM ANGLE REFER PLAN 76.2 x 4.75 CHS
BUTT JOINT TO BOX SIDE FACE ALUMINUM TUBE
CFW ALL ROUND (RT7646410)
2-M12 x 50Lg. S.S COACH SCREWS
JETTY FIXING BASE PLATE
REFER TO TYPICAL DETAIL
CUT KICK BOARD SHORT
140 x 35 HWD. DECKING EITHER SIDE OF JETTY FIXING
STEP AND FASCIA J1
J1
J1
J1
CONNECTION
400
J1
FIXED TO BUILDERS
DETAILS
50x50x4 BOX FENDER FIXINGS
50 x 50 x 4 ALUMINUM ANGLE
10 AL. END PLATE BUTT JOINT TO BOX END TO SUPPLIERS DETAILS
76.2 x 5.0 CHS PILE
CFW TO BOX CFW ALL ROUND
510 MAX. 950 2-M12 x 50Lg. S.S COACH SCREWS
FENDER
KAYAK STEP
TYPICAL SECTION DETAIL
1:10
SEABED
EMBEDMENT
50x50x4
250
AL. BOX
1000
50
x5
0x
50
4
x5
AL
0x
.
4
AL
.
700
HIGH SET SEABED ANCHOR
50x50x4
AL. BOX
TYPICAL ELEVATION
1:10
1950
50
50 x5
x5 0x
0x 4
AL
4 .
AL
.
DECKING STEP
J1 OVER
J1 OVER
J1 OVER
J1 OVER
750
100
10 ALUMINIUM BASE PLATE
50x50x4 CFW TO SHS
AL. BOX 2-M12 COACH SCREWS
150
FIXED TO J1
50
50 x5 38
x5 0x
4
250
0x AL
4 . 75 WIDE JOIST BELOW
AL
.
JETTY FIXING BASE PLATE
TYPICAL PLAN DETAIL
1:10
KAYAK STEP - SKEW TO JOISTS
TYPICAL PLAN DETAIL
1:10
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: 1227
Address:
Long View PROPOSED NEW JETTY
45 SALTWATER AVE, NOOSAVILLE
JETTY FRAMING DETAILS - SHEET 2
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 45 SALTWATER AVE, NOOSAVILLE
USE IS GRANTED UNDER THE LOT 524 ON RP 883848
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
Client: PETER WIDDOWS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
29/07/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.001-005 S05 C1
Page 6
NOOSA COUNCIL
APPROVED PLAN
MCU20/0079 & OPW20/0135
25 SEP 2020
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
MCU20/0079 & OPW20/0135
25 SEP 2020
Used in these records
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