Council archive · source document
20.001-021 20 Masthead Quay_Construction Issue_C1_210614 · MCU21/0127
Long View ASSOCIATED CONSULTANTS
L Consulting Engineers
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
V Post: PO Box 963 Cooroy QLD 4563
ABN: 87 711 552 832
Mobile: 0414 681 676
Email: [email protected]
Internet: www.longviewconsulting.com.au
PROJECT
PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
LongView PROJECT No.: CLIENT PROJECT
20.001-021 ALLAN CLARK SITE
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV.
DRAWING No. TITLE DATE: 14/06/21
S01 COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL) C1
S02 STRUCTURAL NOTES SHEET C1
S03 SITE PLAN, FRAMING PLAN, ELEVATIONS C1
S04 JETTY FRAMING DETAILS C1
ISSUE "P1" DENOTES PRELIMINARY ISSUE 1
ISSUE "A", "B" DENOTES APPROVAL / TENDER ISSUE
ISSUE "C1" DENOTES CONSTRUCTION ISSUE 1
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1336
Address: 20 MASTHEAD QUAY,
Long View PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
DRAWING SCHEDULE & TRANSMITTAL
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE LOT: 624 RP: 883863 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: ALLAN CLARK V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/06/2021
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 20.001-021 S01 C1
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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 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
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
FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS:
-V100 = 1m/s. T2. CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1336
Address: 20 MASTHEAD QUAY,
Long View PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
STRUCTURAL NOTES SHEET
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE LOT: 624 RP: 883863 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: ALLAN CLARK V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/06/2021
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 20.001-021 S02 C1
Page 3
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
177°40
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
46.052 "
LOT: 625 LOT: 624 LOT: 623 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
12°58'30"
45.361
RP: 883863 RP: 883863 RP: 883863 "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
'00
AREA: 904 m²
DO NOT FIX JETTY 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
TO EXISTING MARINE GRADE 316.
0.689
REVETMENT WALL ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
177°40'00" AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EXISTING
1000
REVETMENT 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
1500
3000 7559 13.657 WALL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
0.631 5"
12°58'30" 269°32'2
12.257 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
278°14'35"
B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
HANDRAIL TO DETAIL. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
PROJE RY
P1
P1
BOUND
RIGID HANDRAIL TO CONSTRUCTION WORKS.
2617
J1 COMPLY WITH NOOSA
CTED
A
COUNCIL REGULATIONS. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
B1 FLOOD LEVEL RECORD FROM BOM DATA.
D
BOUNDARY
PROJECTE
9000
9000
J1 8. C.O.S. DENOTES CONFIRM ON SITE.
2617
TREX COMPOSITE
B1 DECKING BY OTHERS
P1 FIXED TO MANUF. SPEC.
P1
JETTY LOADING CRITERIA:
2617
J1 JETTY LIVE LOADS: = 2.0 kPa
B1
P1 MOORED VESSEL (MAX.)
~3831
P1
150 1200
LENGTH: = 5.0m
1500
TYP.
150
TYP. WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
NOOSA WATERS
FRAMING SCHEDULE
JETTY SITE PLAN JETTY FRAMING PLAN PIERS:
1:100 1:100 P1 - 200Ø HWD. PIER, H6 TREATED.
BEAMS:
N B1 - 150 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.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
SEABED STONE PITCHING SEABED
TYP.
3000
TYP.
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1336
Address: 20 MASTHEAD QUAY,
Long View PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE LOT: 624 RP: 883863 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: ALLAN CLARK V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/06/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
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 20.001-021 S03 C1
Page 4
KICK BOARD 1-M16 BOLT S.S. KICK BOARD TREX COMPOSITE KICK BOARD TREX COMPOSITE TREX COMPOSITE TREX COMPOSITE
BY BUILDER J1 TO P1 BY BUILDER DECKING BY OTHERS BY BUILDER DECKING BY OTHERS DECKING BY OTHERS DECKING BY OTHERS
TYPICAL. FIXED TO MANUF. SPEC. FIXED TO MANUF. SPEC. FIXED TO MANUF. SPEC. FIXED TO MANUF. SPEC.
MIN.
100
J1 J1 J1 J1 J1 J1 J1
B1
J1 80
B1
TJ
25 1-M16 BOLT S.S. MIN.
1-M16 BOLT S.S. 1-M16 BOLT S.S. 1-M16 BOLT S.S.
B1 TO P1 NOTCH J1 ENDS 150 x 150 x 10 EA BRACKET S.S.
B1
RECESS J1 TO B1 J1 TO B1 J1 TO B1
B1
B1 B1
25 TYPICAL. 25 1-M16 BOLT S.S. 2-M12 BOLTS S.S. TO J1
80 TYPICAL. PER J1 CONNECTION TYPICAL.
PER J1 TO P1 2-M12 BOLTS S.S. TO TJ
RECESS MIN. RECESS TYPICAL.
TYPICAL. PER J1 TO TJ CONNECTION
1-M16 BOLT S.S.
JOIST J1(A) SHALL TYPICAL.
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 TRIMMER 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
1-M16 BOLT S.S.
J1 J1 TO B1
CL CL
TYPICAL.
2000 MAX.
NOTCH OUT MIN. 25mm 6 SEAL PLATE POST SPACING
CL
DEEP SEAT AT BEARER CFW TO HAND RAIL
& JOIST CONNECTIONS. EACH END 100x50x3 BOX ON FLAT
TYP.
150
J1
1-M16 BOLT S.S.
900
B1 TO P1
75x75x5 BOX
75x75x5 BOX
75x75x5 BOX
TYPICAL.
P1
J1
1 /B2
B
1-M16 BOLT S.S.
J1 TO P1
TYPICAL.
175
J1
2-M12 S.S. BOLTS
6 BASE PLATE 2-M12 S.S. BOLTS J1 WITH OVERSIZED WASHERS
CFW TO BOX WITH OVERSIZED WASHERS TO JOIST
PROVIDE 10Ø TO JOIST
WEEPHOLE
P1
ALUMINUM HANDRAIL ALUMINUM HANDRAIL
TYPICAL ELEVATION TYPICAL SECTION
1:10 1:10
HANDRAIL TO BE A FULLY
WELDED ALUMINUM FRAME.
BUTT JOINTS & CFW ALL
PILE TO BEAM TO JOIST - TYPICAL VIEW ROUND.
1:10
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 1336
Address: 20 MASTHEAD QUAY,
Long View PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
JETTY FRAMING DETAILS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE LOT: 624 RP: 883863 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: ALLAN CLARK V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/06/2021
SCALE BAR DRAWING SCALES
1:10
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 20.001-021 S04 C1
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