Council archive · source document
Plans 19 The Peninsula Jetty_signed · MCU22/0017
Plans and drawings: the text below has words only, no drawings.
PROPOSED JETTY
19 THE PENINSULA NOOSA WATERS
for
ANDREW HAY
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ 7882- S001(P1) - Cover Sheet.dwg
SCHEDULE OF PROJECT DRAWINGS
7882-S001 COVER SHEET, DRAWING SCHEDULE AND LOCALITY PLAN
7882-S002 STRUCTURAL NOTES - SHEET 1 OF 2
7882-S003 STRUCTURAL NOTES - SHEET 2 OF 2
7882-S004 SITE PLAN, FRAMING PLAN & JETTY ELEVATIONS
7882-S005 TYPICAL JETTY DETAILS - SHEET 1 OF 3
7882-S006 TYPICAL JETTY DETAILS - SHEET 2 OF 3
7882-S007 TYPICAL JETTY DETAILS - SHEET 2 OF 3
PROJECT
SITE
LOCALITY PLAN
SCALE 1:NOT TO SCALE
Printed: 08 November 2021, 6:26 AM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS COVER SHEET, DRAWING SCHEDULE AND
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
LOCALITY PLAN
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882- S001 C1
P1
External References: B&M-JETTY-TITLE-A3_e.dwg
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Page 2
GENERAL DIMENSIONS/LEVELS CONSTRUCTABILITY CONSTRAINTS:
G1 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE L1. CONSTRUCTION SHALL BE SET OUT USING SURVEY BENCHMARKS PROVIDED BY COUNCIL. CC1. CONSTRUCTABILITY CONSTRAINTS:
SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS' DOCUMENTS.
L2. ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED A) PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS,
G2 REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.
OBTAINED BY SCALING FROM DRAWINGS.
L3. DIMENSION STANDARDS: B) ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
G3 UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES. FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND
MILLIMETRES. - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). WORKS.
- STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm).
G4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE CC2. NO WORK TO COMMENCE ON SITE UNTIL:
STRUCTURE UNTIL ITS COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE L4. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM. - OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
IS OVER-STRESSED BY EXCESSIVE LOADING. - CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
L5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. SAFETY) FOR SUPERINTENDENT'S REVIEW.
G5 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION
OF THE APPLICABLE STANDARD EXCEPT WHERE VARIED BY THE SPECIFICATION AND/OR L6. DESIGN USES DIGITAL TERRAIN MODEL GENERATED FROM THE SITE SURVEY. SOME DRIVEN PILES:
DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS
FOLLOWING: P1. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159.
AS 1163 STRUCTURAL STEEL HOLLOW SECTIONS
AS 1170 SAA LOADING CODE DESIGN CRITERIA
P2. CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS.
AS 1289 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES
AS 1554 WELDING OF STEEL STRUCTURES DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS
P3. DESIGN LOADS: PILES TO ACHIEVE GEOTECHNICAL CAPACITIES (VERTICAL &
AS 1664 ALUMINIUM STRUCTURES IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE.
HORIZONTAL) SHOWN ON THE DRAWINGS
AS 1684 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION ELEMENT UDL CONCENTRATED
AS 1720 TIMBER STRUCTURES ROOF 0.25 kPa 1.1KN
P4. REQUIRED PILE POSITION TOLERANCES:
AS 2159 PILING CODE INTERNAL FLOORS 1.5kPa
AS 4100 STEEL STRUCTURES DECK 2.0kPa
PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM.
AS 5100 BRIDGE DESIGN THOROUGHFARES 4.0 kPa
PILE VERTICALITY:
BCA BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE) - WITHIN 4% FOR ALL PILES
DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON:
G6 ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE IMPORTANCE LEVEL 2
P5. PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS
PROCEEDING WITH THE WORK. REGION N4
SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
ULTIMATE WIND SPEED 61 m/s
GEOTECHNICAL ENGINEER.
G7 ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE SERVICEABILITY WIND SPEED 39.0 m/s
THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER. TERRAIN CATEGORY 2
P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY
PROPRIETARY PRODUCTS INCLUDES PREFABRICATED TRUSSES, LIGHT-GAUGE STEEL BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER. THE
FRAMING, FLOORING PRODUCTS, RECYCLED TIMBER AND PLASTICS, BALUSTRADES, SCREENS, DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED.
SHADE FABRICS, JOINERY, PARTITIONS AND OPERABLE WALLS. ON:
ACCELERATION COEFFICIENT 0.06
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP SITE FACTOR 1
GROOVES AND THE LIKE. IMPORTANCE LEVEL 1
STRUCTURE TYPE
G9 GIVE AT LEAST 24 HOURS NOTICE OF AN INSPECTION BEING REQUIRED FOR : DESIGN CATEGORY EDC1
- PILING
- JETTY FRAMING (TIMBER) DC4 FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS:
- BRACING AND TIE DOWN ELEMENT FRL (mins)
COLUMNS -/-/-
G10 ALL FABRICATION SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND BEAMS -/-/-
COMMENT IN A3 HARDCOPY OR PDF FORMAT. WALLS -/-/-
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ 7882- Notes Sheet.dwg
G11 ABBREVIATIONS (GENERAL): DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS
NTS NOT TO SCALE CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
UNO UNLESS NOTED OTHERWISE
NSOE NOT SHOWN ON ELEVATION DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL
NSOP NOT SHOWN ON PLAN FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS:
TYP TYPICAL -V100 = 1m/s.
(O) OVER
(U) UNDER TEMPORARY WORKS:
CRS CENTRES
NOM NOMINAL
T1. MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
CFW CONTINUOUS FILLET WELD
OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
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.
Printed: 08 November 2021, 6:28 AM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS GENERAL NOTES - SHEET 1 OF 2
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS Noosa Heads QLD. 4567
for the purposes for which it was
commissioned and in accordance PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882- S002 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 3
TIMBER FRAMING & BRACING: ALUMINIUM:
T1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 1720, AS 1684 MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS A1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH BEST PRACTISE ALUMINIUM
AND THE REFERENCED STANDARDS THEREIN. FABRICATION AND THE CURRENT AUSTRALIAN STANDARD AS 1664.
MINIMUM DISTANCE A2. ALUMINIUM SECTIONS SHALL COMPLY WITH AS 1734, AS 1886 OR AS 1867.
T2 ALL FRAMING, BRACING AND TIE-DOWN INFORMATION FORMS THE BASIS OF THE A3. ALL WELDING SHALL COMPLY WITH AS 1665.
STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL SPACING TYPE HOLES FOR HOLES FOR A4. ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD
ONLY BE ACCEPTED ON APPROVAL OF THE ENGINEER. NAILS NOT NAILS PREBORED SCREWS CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE
PREBORED TO 80% DIA. WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
T3 PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS END DISTANCE 20D 10D 10D SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA
AND ALTERNATIVE TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING EDGE DISTANCE 5D 5D 5D TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
DRAWINGS ARE TO BE DESIGNED AND CERTIFIED BY THE SUPPLIER'S STRUCTURAL ALONG-GRAIN SPACING 20D 10D 10D A5. ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND,
ENGINEER. DESIGN AND INSPECTION CERTIFICATES FOR THESE ELEMENTS ARE TO BE CROSS-GRAIN SPACING 10D 3D 3D UNLESS NOTED OTHERWISE.
ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY. A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6
UNLESS NOTED OTHERWISE.
T4 ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS A7. ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.
SPECIFIED IN AS1684.2 - APPENDIX B. A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED
FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
T5 ALL HWD TIMBER SHALL BE SEASONED UNO. WASHERS WITH SHANK COLLARS.
A9. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER
T6 ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS, SHAKES, CHECKS, WANES AND ANY FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
OTHER IMPERFECTIONS WITHIN CONNECTION ZONES. THE ENGINEER, PROIR TO COMMENCING FABRICATION.
T7 ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
T8 EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
- SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
SPECIES (MINIMUM) SAWN TIMBER (UNO)
T9 WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS (EXCEPT CUP-HEAD
BOLTS) BEARING AGAINST TIMBER AS FOLLOWS:
BOLT SIZE WASHER
<=M12 50X50X3.0mm
M16 57X57X4.0mm
M20 65X65X5.0.mm
>M20 75X75X6.0mm
T10 X….. INDICATES M12DIA ANCHOR ROD/BOLT
T11 [X]….. INDICATES M16DIA ANCHOR ROD/BOLT
T12 SB…. INDICATES STRAP BRACE ROOF BRACING FIXED TO TOP OF EACH JOIST WITH 2
SCREWS. BEND STRAP BRACING OVER AT ENDS, FIX WITH 2 SCREWS TO TOP OF JOIST
AND 4 SCREWS TO SIDE FACE OF SUPPORTING MEMBER. ALL ROOFS TO BE BRACED.
T13 ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
ISO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
STEEL A4-70:
-SCREWS TO BE NO.14 TYPE 17 WITH 50MM EMBEDMENT (UNO)
-ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ 7882- Notes Sheet.dwg
EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
T14 PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS IN ACCORDANCE WITH AS 1684
FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
T15 FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
DIAPHRAGM:
-PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
MIDSPAN FOR SPANS < 4200mm
-PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
THIRD POINTS FOR SPANS >4200mm
T16 FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
(D = FIXING SHANK DIA. IN mm):
BOLTS 4D EDGE DISTANCE TO BOTH EDGES IN DIRECTION OF SHEAR LOAD
5D PITCH BETWEEN BOLTS
5D EDGE DISTANCE FROM END OF ELEMENT
13D MINIMUM OVERALL ELEMENT DEPTH
Printed: 08 November 2021, 6:58 AM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS GENERAL NOTES - SHEET 2 OF 2
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS Noosa Heads QLD. 4567
for the purposes for which it was
commissioned and in accordance PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882- S003 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 4
JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Second
EXISTING
REVETMENT WALL P1 B1
P1
NOTES:
DO NOT FIX JETTY TO
J1
J1
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
REVETMENT WALL. CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
J1
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
HANDRAIL TO DETAIL. WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL
WORKS".
P1 B1 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
P1
LOT: 267 APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
9000
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
RP: 856191 DECKING TO
DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
107°20'00"
107°20'00"
AREA: 730 m² CLIENT SPEC.
N
J1
J1
41.498
41.498
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
BY BUILDER. 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
J1
DRAWINGS.
P1 B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
TO CONSTRUCTION WORKS.
150 2675 2675
7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
J2
DATA. FLOOD LEVEL RECORD FROM BOM DATA.
J1 J2 JOIST
P1
J1
P1
FRAMING SCHEDULE
1500
BLOCKING
P1 P1
B1
B1
J1 B1 BEAMS:
P1
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
17.600
P1
17°20'00" 5500 1500
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
DECKING TO
J2 - 2/150 x 75 F14 HWD. DOUBELING JOISTS.
CLIENT SPEC.
FIXED WITH 1-M12 GR316 S.S. THROUGH BOLTS,
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ 7882-S004C(P1) - Site Plan, Framing Plan & Jetty Elevations.dwg
BY BUILDER
JETTY PLAN 100 FROM ENDS AND AT 450 MAX. CRS IN BETWEEN,
9000
PROJECTED
CENTRAL TO JOIST VERTICAL AXIS.
BOUNDARY
PROJECTED
1500
BOUNDARY
1:100
PIERS:
1500
P1 - 200Ø HWD. PIER, H6 TREATED.
NOTE: ALL EXPOSED TIMBER SHALL BE H6 TREATED.
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
6600 7000 4000
PROPOSED JETTY RECORD FLOOD LEVEL
REFER DETAILS FOR DESIGN RL 2.0 AHD
ELEMENTS
DECK RL 1.2 AHD
MAXIMUM WATER
RL 0.6 AHD B1 B1
P1
P1
P1
P1
P1
P1
SEABED
SEABED
TYP.
TYP.
3000
3000
SITE PLAN
1:200
JETTY "RIVER VIEW" ELEVATION JETTY EXTENSION L "END" ELEVATION
Printed: 08 November 2021, 12:25 PM
1:100 1:100
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882 - S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 5
J1
NOTCH OUT 1-M16 BOLT S.S.
1-M16 BOLT S.S. MIN. 25mm DEEP SEAT J1 TO P1
B1 TO P1 AT BEARER & JOIST TYPICAL.
TYPICAL. CONNECTIONS.
TYP.
J1 B1
B1
1-M16 BOLT S.S. J1 ADDITIONAL
J1 TO P1 BEARER AT
TYPICAL. JOIST LAPS
P1
J1
B1 J1
1-M16 BOLT S.S.
1-M16 BOLT S.S.
J1 TO B2
B1 TO P1 1-M16 BOLT S.S.
TYPICAL.
TYPICAL. J1 TO B1
TYPICAL.
P1
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ Typical Jetty Details.dwg
NOTCH OUT MIN. 25mm DEEP SEAT
AT BEARER & JOIST CONNECTIONS.
TYP.
P1
1-M16 BOLT S.S.
J1 TO B1
TYPICAL PILE / BEAM / JOIST CONNECTION VIEWS
SCALE 1:10
Printed: 08 November 2021, 12:28 PM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
SHEET 1 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882 - S005 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 6
KICK BOARD KICK BOARD
DECKING DECKING DECKING
BY OTHERS BY OTHERS BY OTHERS
J1
MIN.
100
J1
B1
25
RECESS
B1 B1
25
1-M16 BOLT S.S. 1-M16 BOLT S.S. 1-M16 BOLT S.S. RECESS
J1 TO B1 J1 TO B1 B1 TO P1
P1
P1
TYPICAL. TYPICAL. TYPICAL.
TYPICAL JOIST / BEAM / PILE TYPICAL JOIST / BEAM TYPICAL BEAM / PILE
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL
SCALE 1:10 SCALE 1:10 SCALE 1:10
REMOVE EXISTING
DECKING ADDITIONAL KICK BOARD JETTY
BY OTHERS BEARER AT DECKING DECKING
EXTENSION
JOIST LAPS BY OTHERS BY OTHERS
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ Typical Jetty Details.dwg
J1(A) J1(B) J1 J1 EXISTING J1
DECKING
J2
80
MIN.
NOTCH J1 ENDS 125 x 125 x 8 EA
1-M16 BOLT S.S. BRACKET (S.S.)
B1
B1 EXISTING JOIST 2-M12 BOLTS (S.S.) TO J1
PER J1 TO P1
B1
2-M12 BOLTS (S.S.) TO
P1
TYPICAL. 1-M16 BOLT S.S.
1-M16 BOLT S.S. EXISTING JOISTS
J1 TO B1 J1 TO B1
PER J1 CONNECTION
TYPICAL.
TYPICAL JOIST LAP DETAIL TYPICAL JOIST LAP DETAIL TYPICAL EXISTING JOIST TO J1
AT JETTY EDGE / PILE AT INTERNAL LOCATIONS CONNECTION DETAIL
SCALE 1:10 SCALE 1:10 SCALE 1:10
Printed: 08 November 2021, 12:30 PM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
SHEET 2 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS
RPEQ 23058
Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882 - S006 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 7
CL CL
6 SEAL PLATE 2000 MAX.
CFW TO HAND RAIL POST SPACING
EACH END
100x50x3 BOX ON FLAT
150
900
75x75x5 BOX
75x75x5 BOX
75x75x5 BOX
KICK BOARD
DECKING
50
50
50
185
J1
6 BASE PLATE 2-M12 S.S. BOLTS 2-M12 S.S. BOLTS
File: C:\- A Projects\00 - Black & More\7882 - 19 The Peninsula Jetty\ Typical Jetty Details.dwg
CFW TO BOX WITH OVERSIZED WASHERS WITH OVERSIZED WASHERS
PROVIDE 10Ø TO JOIST TO JOIST
WEEPHOLE
ALUMINUM HANDRAIL ALUMINUM HANDRAIL
TYPICAL ELEVATION TYPICAL SECTION
SCALE 1:10 SCALE 1:10
HANDRAIL TO BE A FULLY WELDED
ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.
Printed: 08 November 2021, 12:31 PM
FOR CONSTRUCTION
R.P. DATA © Black & More Client Project Drawing Title
LOT: 267 This document is and shall remain
Black & More
ABN 19 609 960 232
ANDREW HAY PROPOSED JETTY
RP: 856191 the property of Black & More. Address
19 THE PENINSULA NOOSA WATERS TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
19 THE PENINSULA NOOSA WATERS
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 12/11/21
SHEET 2 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check JB
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE RPEQ 23058
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
JB
Design
Check SS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7882 - S007 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Used in these records
Plans 19 The Peninsula Jetty_signed.pdfRelated documentApplication case desk ↗
19 The Peninsula Jetty_signed.pdfRelated documentApplication case desk ↗
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