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Change to Jetty OPW18-0150 - Appendix B
Attached to the e-mail Change Operational Works Application - OPW18/0150.01 - 21 Wesley Court Noosa Heads.
Appendix B Proposed Plans + Form 15 Application for an Other Change 21 Wesley Court, Noosa Heads 4567 QLD Lot 42 on N21843 TEMPO FAMIGLIA PTY LTD
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Page 2
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 FENDERS
TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
PROJECT
LongView PROJECT No.: CLIENT SITE
20.003 DARREN CROTHERS
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV. REV.
DRAWING No. TITLE DATE: 10/06/20 12/06/20
S01 COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL) C1 C2
S02 STRUCTURAL NOTES SHEET C1 C2
S03 SITE PLAN, FRAMING PLAN, ELEVATIONS C1 C2
S04 JETTY FRAMING DETAILS C1 C2
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: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
DRAWING SCHEDULE & TRANSMITTAL
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
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 20.003 S01 C2
Page 3
GENERAL DIMENSIONS/LEVELS TIMBER FRAMING & BRACING:
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. AND THE REFERENCED STANDARDS THEREIN.
L2. ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED
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
OBTAINED BY SCALING FROM DRAWINGS. STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL
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 - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES.
MILLIMETRES. - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). T3 PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS
- 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: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
STRUCTURAL NOTES SHEET
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
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 20.003 S02 C2
Page 4
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
EXISTING THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
B1
319°58'10"
TIMBER STAIRS EXISTING "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
35.490
LOT: 42
P1
P1
RP: N.218.43 REVETMENT WALL
130°
EXISTING
36.8 0"
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
J1 J1
AREA: 834 m² BOAT RAMP
01'5
MARINE GRADE S16.
10
J1
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
P1
P1
B1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
J1
4 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
8.33 0" DOUBLE KAYAK STEP
27'1 B1
P1
220° TO DETAIL.
8.398 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
P1
9.216
227°40' P3
PRO DARY
235°01'
BOU
P2
J1
J1
EXISTING PROPOSED 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
JECT
N
BOAT RAMP JET SKI PONTOON ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
P1
B1
ED
3500 x 3500 CONSTRUCTION WORKS.
EXISTING TIMBER
P1
DECKING (140 x 25)
J1 J1
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
P3
FLOOD LEVEL RECORD FROM BOM DATA.
J1
P1
PROPOSED B1
PROJECTED
PROPOSED
BOUNDARY
DOUBLE JET SKI LIFT J1 P1
P1
BOAT FENDER J1
P1
B1
B1
B1
5000 Lg. x 650 WIDE
P1
B1 J1
P2
P1
P2
P1
P1
P2
PROPOSED
BOAT FENDER
PROPOSED
PROPOSED EXISTING JETTY BOAT FENDER
BOAT FENDER 5000 Lg. x 650 WIDE
JETTY SITE PLAN EXISTING JETTY FRAMING PLAN EXISTING JETTY LOADING CRITERIA:
1:200 1:100
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
FRAMING SCHEDULE LENGTH: = 5.0m
PIERS/POSTS: WEIGHT: = 1500 Kg.
P1 - EXISTING, 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
P2 - PROPOSED, 76.2 x 5.0 CHS "HIGH SEABED ANCHOR", REFER DETAIL.
P3 - PROPOSED, 76.2 x 5.0 CHS "LOW SEABED ANCHOR", REFER DETAIL.
BEAMS:
B1 - EXISTING, 150 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - EXISTING, 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
FENDER FRAMES:
FF1 - PROPOSED, FENDER FRAME (FULLY WELDED), REFER TO DETAIL.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
EXISTING TIMBER STAIRS
EXISTING BLOCKWALL (BEYOND)
(660 HIGH)
P2(Rear)
P2(Rear)
P2(Rear)
TOP OF WALL
RECORD FLOOD LEVEL RL 2.56 AHD
P2
P2
RL 2.00m AHD.
P1
DECK RL 1.71m AHD.
P2
P3
P3
P1
EXISTING
RL 1.10m H.A.T. REVETMENT WALL
P1
P1
P1
P1
P1
P3
P1
P1
RL 0.42m AHD FF1 STONE PITCHING FF1
P1
1000
MIN.
1000
MIN.
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
© 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: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
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 20.003 S03 C2
Page 5
SEABED ANCHORS TO BE A FULLY
WELDED ALUMINUM FRAME.
10 PLATE GUSSET
MITRE JOINTS & CFW ALL ROUND.
100 HIGH
CFW TO CHS 250
2/75 Lg. BATTEN SCREWS 10 PLATE CLEAT (150 Sq.)
600
TO JOIST (TYP.) CFW TO BOX
900 MAX. 4/75 Lg. BATTEN SCREWS
76.2 x 4.75 CHS
420 MAX. 480 MAX. TO JOIST (TYP.)
ALUMINUM TUBE
(RT7646410) 50 x 50 x 4 EXISTING 6 SEAL PLATE
6 SEAL PLATE ALUMINUM ANGLE DECKING
CFW TO PILE CFW TO BOX
JETTY FIXING BASE PLATE KICK BOARD
REFER TO TYPICAL DETAIL EXISTING JOISTS (J1)
BUTT JOINT AT 450 CRS.
CUT & REMOVE EXISTING PROPRIETARY COLLAR
CFW TO BOX CONFIRM ON SITE
J1
KICK BOARD EITHER SIDE BRACKET BY OTHERS
SIDE FACE
J1
400
OF FENDER / SEABED MIN. 2-M12 COACH SCREWS
J1
J1
J1
J1
BUTT JOINT (H.D.G.) TO JOIST CFW ALL ROUND
ANCHOR BASE PLATE 50x50x3
CFW ALL ROUND CONNECTION UPPER STEP ALUMINUM BOX
76 x 50 x 3.2 RHS 76.2 x 5.0 CHS PILE
800
FRAME 76.2 x 5.0 CHS PILE
BUTT JOINT
140 x 25 HWD. DECKING CFW ALL ROUND
FIXED TO BUILDERS 50 x 10 ALUMINUM
DETAILS FLAT BAR 50x50x3
150 PFC
JET SKI FLOAT 50x50x3 ALUMINUM BOX
LOWER STEP ALUMINUM BOX
FENDER
10 ALUMINUM
10 x 60 FLAT BAR BRACE FIXING PLATE BUTT JOINT BUTT JOINT DOUBLE KAYAK STEP TO BE A
60 x 10 FLAT CFW TO BOX MITRE JOINT
CFW TO RHS & PFC CFW TO BOX CFW TO BOX FULLY WELDED ALUMINUM FRAME.
"U" BAR (AROUND PILE) (BOX SECTIONS)
CFW TO PFC SIDE FACE SIDE FACE BUTT MITRE JOINTS,
FENDER FRAME FF1 CFW ALL ROUND CFW ALL ROUND
CFW ALL ROUND CFW ALL ROUND.
TOP & BTM.
SEABED SEABED
DOUBLE KAYAK STEP
TYPICAL SECTION DETAIL
EMBEDMENT
EMBEDMENT
1:10
1000
1000
50x50x3
AL. BOX
150
50
x5
0x
50
3
FENDER FRAME (FF1) / LOW SEABED ANCHOR (P3)
x5
AL
420
0x
.B
4
MAX.
O
HIGH SEABED ANCHOR (P2) TYPICAL ELEVATION
AL
X
.
600
TYPICAL ELEVATION 1:10
1:10
50x50x3
AL. BOX
100
1500
50
10 ALUMINIUM BASE PLATE
x5
CFW TO SHS
0x
50
3
2-M12 COACH SCREWS
x5
AL
150
0x
.B
FIXED TO J1
LOWER STEP
4
UPPER STEP
O
AL
X
.
600
38
75 WIDE JOIST BELOW
50x50x3
AL. BOX
JETTY FIXING BASE PLATE
50
TYPICAL PLAN DETAIL
x5
150
0
50
x3
1:10
x5
AL
0x
.B
4
O
AL
X
.
50 NOMINAL MIN.
J1 OVER
J1 OVER
J1 OVER
J1 OVER
BUILDER TO CONFIRM ON SITE
EXISTING FENDER
DOUBLE KAYAK STEP
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: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
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 20.003 S04 C2
Page 6
Department of Housing and Public Works
Form 15—Compliance certificate
for building design or
specification Version 4 – July 2017
NOTE: This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the
Building Regulation 2006.
RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether building work
complies with the BCA or a provision of the Queensland Development Code (QDC). A building certifier (Class B)
can not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property description Street address (include no., street, suburb/locality and postcode)
This section need only be 21 Wesley Court
completed if details of street
address and property description Noosa Heads QLD Postcode 4567
are applicable.
E.g. in the case of Lot and plan details (attach list if necessary)
(standard/generic) pool design/shell Lot 42 N21843
manufacture and/or patio and
carport systems this section may In which local government area is the land situated?
not be applicable. Noosa Council
The description must identify all
land the subject of the application.
The lot and plan details (e.g.
SP/RP) are shown on title
documents or a rates notice.
If the plan is not registered by title,
provide previous lot and plan
details.
2. Description of New structural frames and seabed anchors to support floating boat fender,
component/s certified kayak double step and jetski dock pontoons on existing timber jetty.
Clearly describe the extent of work
covered by this certificate, e.g. all Excludes:
structural aspects of the steel roof
beams.
Existing timber jetty: piles, bearers, joists, decking, stairs and railing.
Methods of construction including temporary bracing and propping
Existing structures including the revetment wall and proprietary pontoon devices
Jetty is to be built independently of all existing structures on the site
3. Basis of certification
AS1170 SAA Loading Code
Detail the basis for giving the
certificate and the extent to which AS1720 Timber Structures
tests, specifications, rules,
standards, codes of practice and other AS2159 Piling Code
publications, were relied upon.
AS1664 Aluminium Structures
AS4997 Guidelines for the Design of Maritime Structures
The Noosa Plan – Division 21 Watercourses Works Code
The Coastal Protection and Management Regulation 2017: relevant Parts and
Schedule 3
4. Reference documentation Long View Consulting Engineers Drawings 20.003 21 Wesley Ct [S001 – S004]
Clearly identify any relevant
documentation, e.g. numbered
– C2 (Construction Issue)
structural engineering plans.
LOCAL GOVERNMENT USE ONLY
Date received Reference Number/s
Page 7
5. Building certifier reference Building certifier reference number
number
6. Competent person details Name (in full)
A competent person for building work,
means a person who is assessed by Freeman McGrath
the building certifier for the work as Company name (if applicable) Contact person
competent to practice in an aspect of
the building and specification design, Long View Consulting Engineers Freeman McGrath
of the building work because of the
individual’s skill, experience and Phone no. (business hours) Mobile no. Fax no.
qualifications in the aspect. The 0414 681 676
competent person must also be
registered or licensed under a law Email address
applying in the State to practice the [email protected]
aspect.
If no relevant law requires the
Postal address
individual to be licensed or registered PO Box 963
to be able to give the help, the certifier
must assess the individual as having Cooroy QLD Postcode 4563
appropriate experience, qualifications
or skills to be able to give the help. Licence or registration number (if applicable)
If the chief executive issues any RPEQ 19951
guidelines for assessing a competent
person, the building certifier must use
the guidelines when assessing the
person.
7. Signature of competent Signature Date
person 12 June 2020
This certificate must be signed by the
individual assessed by the building
certifier as competent.
The Building Act 1975 is administered by the Department of Housing and Public Works
Page 8
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