Council archive · source document
Plans 20.001-009 9 Waterside Ct_C1 Issue · OPW20/0206
Plans and drawings: the text below has words only, no drawings.
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
FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
PROJECT
SITE
LongView PROJECT No.: CLIENT
20.001-009 PAUL KOSTROMIN
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV.
DRAWING No. TITLE DATE: 28/10/20
S01 COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL) C1
S02 STRUCTURAL NOTES SHEET C1
S03 SITE PLAN, FRAMING PLAN, ELEVATIONS C1
S04 JETTY FRAMING DETAILS - SHEET 1 C1
S05 JETTY FRAMING DETAILS - SHEET 2 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
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
DRAWING SCHEDULE & TRANSMITTAL
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S01 C1
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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
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
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
STRUCTURAL NOTES SHEET
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:1
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S02 C1
Page 3
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 893 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 906963 DO NOT FIX JETTY
AREA: 728 m² TO EXISTING 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
235°25'
40.435
225°28'
40.422
EXISTING REVETMENT WALL THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1000
REVETMENT
WALL 1500
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
14.576 MARINE GRADE 316.
319°04'45" ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
B1 HANDRAIL TO DETAIL. AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
1500 RIGID HANDRAIL TO
P1
P1
BOAT LIFT COMPLY WITH NOOSA 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
PROJECTED
PROPOSED HIGH SET
BOUNDARY
2578
BY OTHERS J1 COUNCIL REGULATIONS. AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
TED
JETSKI LIFT SEABED
RY
~6000
BY OTHERS (7.4m x 3.0m) ANCHOR
BOUNDA
2/B1
PROJEC
(4.5m x 4.0m) TO DETAIL BOAT LIFT BY OTHERS 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
(7.4m x 3.0m)
9000
2500 J1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
2578
MIN. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
CONSTRUCTION WORKS.
HIGH SET SEABED ANCHOR
1000 P1 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
1500
PROPOSED 9 2/B1 TO DETAIL
99
P1
MIN. FLOOD LEVEL RECORD FROM BOM DATA.
JETSKI LIFT ~2 B2
2695
BY OTHERS
1500
P1
1200
4075 (4.5m x 4.0m) J1 DECKING
2/B2 26 x 140 (F14) HWD.
FIXED TO JOISTS WITH JETTY LOADING CRITERIA:
P1
P1
3800 150 2 S.S. SCREWS PER JOIST
4808 4100
TYP.
150
TYP. JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
JETTY FRAMING PLAN
NOOSA WATERS 1:100
FRAMING SCHEDULE
PIERS:
JETTY SITE PLAN P1 - 200Ø HWD. PIER, H6 TREATED.
1:100 BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
N
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.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
P1(b)
P1(b)
P1
P1
EXISTING
REVETMENT WALL
SEABED
SEABED
STONE PITCHING
TYP.
3000
TYP.
3000
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
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JoB No: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S03 C1
Page 4
EDGE OF
DECKING / 1-M16 BOLT S.S.
KICK BOARD B1 TO P1 TO B1
KICK BOARD 1-M16 BOLT S.S. KICK BOARD DECKING KICK BOARD HWD. DECKING KICK BOARD HWD. DECKING DECKING TYPICAL.
BY BUILDER J1 TO P1 BY BUILDER 26 x 140 (F14) HWD. BY BUILDER BY BUILDER 26 x 140 (F14) HWD.
80
TYPICAL. FIXED TO JOISTS WITH
MIN.
FIXED TO JOISTS WITH 10 FOLDED PLATE B1
2 S.S. SCREWS PER JOIST 2 S.S. SCREWS PER JOIST BRACKET S.S.
1-M16 BOLT S.S.
P1
MIN.
EACH LEG
100
J1 J1 J1
INSTALL B1
J1 B2
B2
B2
B2 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
J1 TO B2 B1 J1 TO B1 INSTALL DOUBLE
B1
TYPICAL. TYPICAL. 80
TYPICAL. TYPICAL. BEAMS FIRST
B2
B2
25 25 25 25 MIN.
80
1-M16 BOLT S.S.
RECESS RECESS RECESS MIN. RECESS B2
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.
DECKING HWD. DECKING HWD. DECKING EXISTING
26 x 140 (F14) HWD. REVETMENT
FIXED TO JOISTS WITH WALL
1-M16 BOLT S.S. 2 S.S. SCREWS PER JOIST
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
PILE TO BEAM TO JOIST - TYPICAL VIEW
1:10
© 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: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
JETTY FRAMING DETAILS - SHEET 1
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S04 C1
Page 5
SEABED ANCHORS TO BE A FULLY
WELDED ALUMINUM FRAME.
10 PLATE CLEAT (150 Lg. x 75 H) MITRE JOINTS & CFW ALL ROUND.
CFW TO BOX
2-M12 x 50Lg. S.S COACH SCREWS
KICK BOARD 50 x 50 x 4
BY BUILDER ALUMINUM ANGLE
BUTT JOINT TO BOX SIDE FACE 6 SEAL PLATE DECKING
CFW ALL ROUND CFW TO BOX REFER PLAN
2-M12 x 50Lg. S.S COACH SCREWS 10 PLATE GUSSET
100 HIGH
CFW TO CHS 250
600
140 x 35 HWD. DECKING
STEP AND FASCIA
J1
J1
J1
J1
400
76.2 x 4.75 CHS
FIXED TO BUILDERS
ALUMINUM TUBE
DETAILS
50x50x4 AL. BOX (RT7646410)
50x50x4 BOX
JETTY FIXING BASE PLATE
10 AL. END PLATE
REFER TO TYPICAL DETAIL
CFW TO BOX
CUT KICK BOARD SHORT
510 MAX. 960
EITHER SIDE OF JETTY FIXING
CONNECTION
J1
MITRE JOINT
CFW ALL ROUND
FENDER FIXINGS
TO SUPPLIERS DETAILS
76.2 x 5.0 CHS PILE
KAYAK STEP KAYAK STEP TO BE A FULLY
WELDED ALUMINUM FRAME.
TYPICAL SECTION DETAIL BUTT MITRE JOINTS,
1:10 CFW ALL ROUND. FENDER
50x50x4
250
AL. BOX
50
x5
50 0x4 SEABED
x5
0 x4
AL
.B
AL O
. X
EMBEDMENT
1000
700
50x50x4
AL. BOX
1950
50
x5
50
0x4
x5
0x
AL
4
.B
AL
HIGH SET SEABED ANCHOR
O
.
X
DECKING STEP
TYPICAL ELEVATION
J1 OVER
J1 OVER
J1 OVER
J1 OVER
1:10
750
50x50x4
AL. BOX
50
x5
0
50
x4
250
x5
AL
100
0
.B
x4
10 ALUMINIUM BASE PLATE
O
AL
X
CFW TO SHS
.
2-M12 COACH SCREWS
150
FIXED TO J1
38
75 WIDE JOIST BELOW
KAYAK STEP - SKEW TO JOISTS JETTY FIXING BASE PLATE
TYPICAL PLAN DETAIL TYPICAL PLAN DETAIL
1:10 1:10
© 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: 001
Address:
Long View FIXTURES TO EXISTING JETTY
9 WATER SIDE COURT, NOOSAVILLE.
JETTY FRAMING DETAILS - SHEET 2
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 9 WATER SIDE COURT,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
LOT: 893 RP: 906963 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
28/11/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
Client: ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL KOSTROMIN 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 20.001-009 S05 C1
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