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Approved Plans MCU20-0104 & OPW20-0169
Plans and drawings: the text below has words only, no drawings.
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
REPLACEMENT JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE
LongView PROJECT No.: CLIENT
20.001-006 GLENN WATTSON PROJECT
SITE
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV. REV.
DRAWING No. TITLE DATE: 15/09/20 25/09/20
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 -
NOOSA COUNCIL
APPROVED PLAN
MCU20/0104 & OPW20/0169
5 OCT 2020
© 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: 1279
Address:
Long View PROPOSED NEW JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE.
DRAWING SCHEDULE & TRANSMITTAL
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 250 ON RP 842160 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
25/09/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. GLENN WATTSON 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 20.001-006 S01 C2
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Page 2
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 NOOSA COUNCIL
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, APPROVED PLAN
-V100 = 1m/s. FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
MCU20/0104 & OPW20/0169
5 OCT 2020
© 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: 1279
Address:
Long View PROPOSED NEW JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE.
STRUCTURAL NOTES SHEET
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
LOT 250 ON RP 842160 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
15/09/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. GLENN WATTSON 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 20.001-006 S02 C1
Page 3
NOTES:
EXISTING EXISTING STAIRS TO REMAIN
REVETMENT LOCATION TO BE CONFIRMED ON SITE 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EXISTING STAIRS TO REMAIN CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
WALL 1500 JETTY TO ALIGN WITH EXISTING
LOCATION TO BE CONFIRMED ON SITE
22°34'45"
36.972
STAIRS
JETTY TO ALIGN WITH EXISTING STAIRS
1000
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
30°44'15"
36.877
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
B1 P1 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
P1
APPROX 11372
APPROX 12997 HANDRAIL TO DETAIL. MARINE GRADE 316.
CONFIRM ON S ITE
ITE CONFIRM ON S 0.407
DO NOT FIX JETTY J1 RIGID HANDRAIL TO ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
2975
10.649 22°34'45"
3.990 11.265 TO EXISTING COMPLY WITH NOOSA AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
0.312 119°55'05" 116°38'30" 113°21'55"
30°44'15" REVETMENT WALL COUNCIL REGULATIONS.
~6883
1500 2/B1 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
P1
P1
MERBAU TIMBER
10000
PROJECTED
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
BOUNDARY
J1
2975
PROJECTED
DECKING
BOUNDARY
1500
BY BUILDER 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2/B1 30 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
EXISTING 36
CONSTRUCTION WORKS.
JETTY TO BE
P1
P1
DEMOLISHED B2
7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
2900
APPROX 11006 FLOOD LEVEL RECORD FROM BOM DATA.
4100 ITE
CONFIRM ON S
1200
J1
P1
2/B2
P1
P1
150 3800
TYP.
150
TYP.
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
N LOT: 250 PIERS: WEIGHT: = 1500 Kg.
RP: 842160 P1 - 200Ø HWD. PIER, H6 TREATED. BERTHING VELOCITY: = 0.5m / Sec.
NORTH AREA: 857 m² BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
TO EXISTING
HANDRAIL TO DETAIL. REVETMENT WALL
RIGID HANDRAIL TO
COMPLY WITH NOOSA
COUNCIL REGULATIONS.
EXISTING STAIRS
TO REMAIN
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
TOP OF WALL
P1
P1
P1
P1
P1
P1(b)
RL 1.0m AHD
P1
P1
EXISTING
REVETMENT WALL
SEABED
SEABED
STONE PITCHING
TYP.
3000
TYP.
3000
-
NOOSA COUNCIL
APPROVED PLAN
MCU20/0104 & OPW20/0169 JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
5 OCT 2020
© 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: 1279
Address:
Long View PROPOSED NEW JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. LOT 250 ON RP 842160 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
25/09/2020
SCALE BAR DRAWING SCALES
1:200, 1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. GLENN WATTSON 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 20.001-006 S03 C2
Page 4
EDGE OF
1-M16 BOLT S.S. DECKING /
B1 TO P1 TO B1 KICK BOARD
KICK BOARD 1-M16 BOLT S.S. KICK BOARD MERBAU KICK BOARD MERBAU KICK BOARD MERBAU MERBAU TYPICAL.
BY BUILDER J1 TO P1 BY BUILDER TIMBER BY BUILDER TIMBER BY BUILDER TIMBER TIMBER
80
TYPICAL. DECKING DECKING DECKING
MIN.
DECKING B1 10 FOLDED PLATE
BRACKET S.S.
1-M16 BOLT S.S.
MIN.
EACH LEG
100
P1
J1 J1 J1
B2 B1 INSTALL
J1 B2
B2
B1 SECOND
25 B1/2 1-M16 BOLT S.S. 1-M16 BOLT S.S.
RECESS 1-M16 BOLT S.S. 1-M16 BOLT S.S.
B2 TO P1 B2 TO P1 TO B2 B1
TYPICAL. TYPICAL. J1 TO B2 B1 J1 TO B1 INSTALL DOUBLE
80
TYPICAL. TYPICAL. BEAMS FIRST
B2
B2
25 25 25 25 MIN. B2
80
RECESS RECESS RECESS MIN. RECESS
1-M16 BOLT S.S.
B1/2 TO P1
P1
P1
P1
P1
TYPICAL.
JOIST OVER OMITTED FOR CLARITY
SKEW BEAM / DOUBLE BEAM
JOIST & BEAM TO PILE BEAM TO PILE DOUBLE BEAM TO PILE JOIST TO DOUBLE BEAM JOIST LAP AT DOUBLE BEAM INTERSECTION TO PIER
TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL
1:10 1:10 1:10 1:10 1:10 1:10
DO NOT FIX JETTY TO
REVETMENT WALL.
MERBAU MERBAU MERBAU EXISTING
TIMBER TIMBER TIMBER REVETMENT
DECKING DECKING DECKING WALL
1-M16 BOLT S.S.
J1 J1 TO B1
TYPICAL.
NOTCH OUT MIN. 25mm J1 J1 J1
DEEP SEAT AT BEARER
& JOIST CONNECTIONS.
TJ
TYP.
1-M16 BOLT S.S. 1-M16 BOLT S.S. 150 x 150 x 10 EA BRACKET S.S.
B1 J1 TO P1 J1 TO B1 2-M12 BOLTS S.S. TO J1
B1
25 TYPICAL. TYPICAL. 2-M12 BOLTS S.S. TO TJ
J1 PER J1 TO TJ CONNECTION
RECESS
TYPICAL.
P1
1-M16 BOLT S.S.
B1 TO P1
TYPICAL.
P1
J1 CONTINUOUS EXTERNAL CONTINUOUS INTERNAL
1 /B2 JOIST TO BEAM JOIST TO BEAM JOIST TO TRIMMER JOIST
B
TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL
1-M16 BOLT S.S.
1:10 1:10 1:10
J1 TO P1
TYPICAL.
P1
-
NOOSA COUNCIL
APPROVED PLAN
PILE TO BEAM TO JOIST - TYPICAL VIEW MCU20/0104 & OPW20/0169
1:10 5 OCT 2020
© 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: 1279
Address:
Long View PROPOSED NEW JETTY
35 SHOREHAVEN DRIVE, NOOSAVILLE.
JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 35 SHOREHAVEN DRIVE,
USE IS GRANTED UNDER THE NOOSAVILLE
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL
LOT 250 ON RP 842160 V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
15/09/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Client: Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. GLENN WATTSON 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 20.001-006 S04 C1