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20.025 20 Cooran Court_C4 Construction Issue_New Jetty
Attached to the e-mail Combined Application MCU21/0112 & OPW21/0183 - DA Form 1 - State Consent Letter - Form 15 - Title seach - Survey Plan - 20 Cooran Crt, Noosa Heads.
Long View ASSOCIATED CONSULTANTS
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
L Consulting Engineers PO BOX 38, SHERWOOD QLD 4075
0450 603 000
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 COORAN COURT, NOOSA HEADS
LOT 228 ON N21857
PROJECT
LongView PROJECT No.: CLIENT SITE
20.025 LMF PROJECTS
LOCALITY PLAN
NOT TO SCALE
DRAWING SCHEDULE & TRANSMITTAL
REV. REV. REV.
DRAWING No. TITLE DATE: 23/10/20 18/11/20 18/11/20
S01 COVER SHEET (DRAWING SCHEDULE & TRANSMITTAL) C1 C2 C3
S02 STRUCTURAL NOTES SHEET C1 C2 C2
S03 SITE PLAN, FRAMING PLAN, ELEVATIONS C1 C2 C4
S04 JETTY FRAMING DETAILS C1 C2 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
LODESTAR MERIDIAN PTY LTD
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
Long View HOUSE MODIFICATIONS
20 COORAN COURT, NOOSA HEADS
DRAWING SCHEDULE & TRANSMITTAL
T/AS LONG VIEW CONSULTING
PO BOX 38, SHERWOOD QLD 4075 L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
3 CONSTRUCTION ISSUE C3 F.M. 0450 603 000
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
01/12/2020
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 20.025 S01 C3
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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
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
Long View PROPOSED NEW JETTY
20 COORAN COURT, NOOSA HEADS
STRUCTURAL NOTES SHEET
T/AS LONG VIEW CONSULTING
PO BOX 38, SHERWOOD QLD 4075 L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
0450 603 000
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
18/11/2020
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 20.025 S02 C2
Page 3
NOTES:
N
241°26'30"
EXISTING
61°27'30"
30.578
30.564
RESIDENCE 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
NORTH
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
LOT: 229 LOT: 228 LOT: 227
EXISTING BLOCK
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
RP: N21857 RP: N21857 RP: N21857 "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
1800
RETAINING WALL 1
AREA: 615 m²
1
LOCATED INSIDE EXISTING 3450
4100
REVETMENT WALL 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
3
5000 13626 MARINE GRADE 316.
2 3 ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
8470 8100 AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
20.118 331°24'
1550 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
PROPOSED WALL B1
EXISTING BLOCK AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
FOOTINGS CLEAR P1
P1
3000 3000 JETTY TO REMAIN RETAINING WALL
OF HOUSE
INDEPENDENT OF ALL LOCATED INSIDE 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
FOOTINGS.
3077
1500 1500 1500 1500 1500 J1 OTHER STRUCTURES PROPERTY BOUNDARY
PROPOSED STAIRS AND EXISTING 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
~6999
WITH HAND RAIL REVETMENT WALL ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
2/B1
BY BUILDER CONSTRUCTION WORKS.
P1
P1
HANDRAIL TO DETAIL. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
Eco5000 Ultralife DECKING
RIGID HANDRAIL TO
3077
FLOOD LEVEL RECORD FROM BOM DATA.
J1 COMPLY WITH NOOSA
30 COUNCIL REGULATIONS.
2/B1 27
16.0m (T.B.C.)
10000
PROJECTED
PROJECTED
BOUNDARY
BOUNDARY
P1
JETTY LOADING CRITERIA:
16000
AWAA
AWAA
P1
B2
WAA
WAA
3050
2746
J1 JETTY LIVE LOADS: = 2.0 kPa
1500
1200
2/B2 MOORED VESSEL (MAX.)
LENGTH: = 5.0m
P1
P1
150 3800 WEIGHT: = 1500 Kg.
TYP.
4100
150
TYP. BERTHING VELOCITY: = 0.5m / Sec.
3000 MAX.
BERTHING WIDTH
JETTY FRAMING PLAN SCHEDULE OF WALL HEIGHTS
1:100
1 - DENOTES RL 1.950 TOP OF WALL HEIGHT
2 - DENOTES RL 2.150 TOP OF WALL HEIGHT
WAA FRAMING SCHEDULE 3 - DENOTES RL 2.300 TOP OF WALL HEIGHT
QUAY LINE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
NOOSA RIVER 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.
JETTY SITE PLAN
1:100
JETTY TO REMAIN
LEGEND INDEPENDENT OF ALL
OTHER STRUCTURES
WAA DENOTES PROPOSED WATER ALLOCATION AREA
BASED ON EPP/2016/2088.V.5.01 RULES
HANDRAIL TO DETAIL. TOP OF WALL
RIGID HANDRAIL TO RL 2.15m AHD AT JETTY
AWAA DENOTES ADJACENT PROPERTY WATER
COMPLY WITH NOOSA (WALL HEIGHT VARIES)
ALLOCATION AREA PRESERVED.
COUNCIL REGULATIONS.
EXISTING BLOCK
RL 1.30m DECK RETAINING WALL
(LOCATED WITHIN
PROPERTY BOUNDARY)
RL 0.68m H.A.T.
P1
P1
P1
P1
P1(b)
P1
P1
P1
RL 0.00m AHD STONE PITCHING
(0.42 L.A.T.)
SEABED
SEABED
TYP.
TYP.
3000
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
4 CONSTRUCTION ISSUE C4 F.M.
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
Long View HOUSE MODIFICATIONS
20 COORAN COURT, NOOSA HEADS
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
PO BOX 38, SHERWOOD QLD 4075 L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
3 CONSTRUCTION ISSUE C3 F.M. 0450 603 000
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
01/12/2020
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 20.025 S03 C4
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 Eco5000 Ultralife KICK BOARD Eco5000 Ultralife KICK BOARD Eco5000 Ultralife Eco5000 Ultralife TYPICAL.
BY BUILDER J1 TO P1 BY BUILDER DECKING BY BUILDER DECKING BY BUILDER DECKING DECKING
80
TYPICAL.
MIN. 10 FOLDED PLATE B1
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
ECOply 5000 ECOply 5000
DECKING DECKING
1-M16 BOLT S.S.
J1 J1 TO B1
TYPICAL.
NOTCH OUT MIN. 25mm J1 J1
DEEP SEAT AT BEARER
& JOIST CONNECTIONS.
JETTY TO REMAIN
TYP.
INDEPENDENT OF ALL
1-M16 BOLT S.S. 1-M16 BOLT S.S.
OTHER STRUCTURES
B1 J1 TO P1 J1 TO B1
B1
25 TYPICAL. TYPICAL.
J1 RECESS
P1
1-M16 BOLT S.S.
B1 TO P1
TYPICAL.
P1
J1 CONTINUOUS EXTERNAL CONTINUOUS INTERNAL
1 /B2 JOIST TO BEAM JOIST TO BEAM
B
TYPICAL DETAIL TYPICAL DETAIL
1-M16 BOLT S.S.
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
LMF PROJECTS
LMFPROJECTS.COM.AU
[email protected]
Long View PROPOSED NEW JETTY
20 COORAN COURT, NOOSA HEADS
JETTY FRAMING DETAILS
T/AS LONG VIEW CONSULTING
PO BOX 38, SHERWOOD QLD 4075 L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE
0450 603 000
Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
18/11/2020
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 20.025 S04 C2