Council archive · source document
Compiled Approved Plans OPW150203.01 · OPW15/0203.01
Plans and drawings: the text below has words only, no drawings.
-
NOOSA COUNCIL
APPROVED PLAN
OPW15/0203 10 NOV 2015
[OCR of page images]
Revision | Description Date
DRAWING SIZE ~ A2 NOOSA COUNCIL
APPROVED PLAN
ONE WB S/S
OPW15/0203 10 NOV 2015 aE Us 5
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25 ‘ NOTCH
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TYPICAL SECTION 4:20
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! ' - HANDRAIL:
| | RIGD HANDRAIL TO COMPLY
i \ TH COUNCIL REGULATIONS
a i \ _ MAXIM RECORDED FLOOD LEVEL R200 KAD _ _ 7 _
- | | TOP OF WALL RL. 1.0 AHD
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i | DECK RL 1,0 AND /.—
! | MAYIMUM WATER RL O44 AHD
te 1 - 1} — — - ae
=/> wl EXISTING.
| s a | 3 a) 1) wa PA) (Pt) REVETWENT
i al = store WALL
| Lot 464 | PITCHING
‘ AREA: 736m" ! !
; RP, 868306 H 7 i!
| 79 SHOREHAKEN | oi | |
| NOOSAMLE | of 1 8)!
: | yi | i 7
| oH tt Hi
' ' | u tt
| | Hu u
i 1
i | NOTE: FRONT ELEVATION SIDE ELEVATION
4. UNLESS NOTED OTHERWSE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF 7700 i100
! ! APPROVED SPECIES AND HAVE A WINMUM STRESS GRADE OF F14 Win, : :
| | 2, UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY MTH THE EXISTING REVETMENT WALL
' \ ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POUCY ~ "BUILDING 1500, | WE
AND ENGNEERING STANDARDS FOR TIDAL WORKS.’ I | +t —_/ TEI oF Ne ns Ae
~ 3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE “ * - ck
i { GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, KASHERS, f Z| 1 / Pee Te ue, bern 4 THE
| | AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL 2 Jd D0 NOT AX TY .
i ! 4, TOP OF PHLES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED eo
L. toaes WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND, | neon:
8 BP gE EL 10000 5. DMENSIONS AHD LEVELS SHALL NOT BE SCALED FROM THESE: DRAWINGS 8) ety 5 Ear uw
99 12 50 Pd TWO STAWLESS STEEL
™ =k Gen) SCREW EACH END,
Lowe CRTERA ey ragen Soe
= § | RIGID HANDRAIL TO COMPLY
Los 8 HVE LOADS = 20a a ’ WT COUNOL REGULATIONS
aS tI
CLD (AOR HETALS FOR MOORED VESSEL (ox) 5 PLES Gnnnni—2__ 2+ Ftst00 @ a2
Tesch EIBENTS LENGTH = 5.0m 1 Poe REATED
WEIGHT = 1500 (1) (0) ‘ :
9 | HW) POLES Issue:
BERTHING VELOCITY = 0.5m/sec | FT CONSTRUCTION
— & | 6ce DEBUILD TA
A “aN ! consulting ENGINEERS
ae c \ : SOG) eee acin om
4 i \ wo... ABN 0.008 481 289
JETTY FRAMING SCHEDULE 10 en 7 180 Sie! 1/11 PROJECT AVE NOOSAVILLE QLD 4666
SITE PLAN © scote 1:200 MARK SHZE/GRADE 8 $500 \SB~ Ph (07) 5455 5604 Fax (07) 5455 5696
cole 1; (Pt) | 2006 HE TREATED HOWD PIER ; . ,
a | 150 x 75 (F14) JOISTS © 750ctrs FRAMING LAYOUT Title: Jetty Plan and Details.
Bi__| 150 x 75 (F14) BEARER 1:100 Project Lot 464 Shorehaven Drive
Noosaville
= i expoved timber to be H6 ‘recta
'
Rev, 30.01.05
Date: Oct 2015 Drg No, 25390-J1
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Page 2
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NOOSA COUNCIL
APPROVED PLAN
OPW15/0203.01 18 MAY 2020
PROPOSED NEW JETTY
79 SHOREHAVEN DRIVE, NOOSAVILLE
for
NOOSA JETTY BUILDERS
MIKE KING
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q -S001(C1) - Cover Sheet.dwg
SCHEDULE OF PROJECT DRAWINGS
7550Q-S001 COVER SHEET, DRAWING SCHEDULE AND LOCALITY PLAN
7550Q-S002 STRUCTURAL NOTES - SHEET 1 OF 2
7550Q-S003 STRUCTURAL NOTES - SHEET 2 OF 2
7550Q-S004 SITE PLAN, FRAMING PLAN & JETTY ELEVATIONS
7550Q-S005 TYPICAL JETTY DETAILS - SHEET 1 OF 3
7550Q-S006 TYPICAL JETTY DETAILS - SHEET 2 OF 3
7550Q-S007 TYPICAL JETTY DETAILS - SHEET 3 OF 3
PROJECT
SITE
LOCALITY PLAN
SCALE 1:NOT TO SCALE
CONSTRUCTION ISSUE
Printed: 29 April 2020, 7:20 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE COVER SHEET, DRAWING SCHEDULE AND
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 464 ON RP 868304
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 29/04/20
LOCALITY PLAN
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 29/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S001 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 3
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
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q - Notes Sheet.dwg
- 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 -/-/-
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. NOOSA COUNCIL
APPROVED PLAN
OPW15/0203.01 18 MAY 2020
CONSTRUCTION ISSUE
Printed: 25 April 2020, 8:05 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE GENERAL NOTES - SHEET 1 OF 2
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE Noosa Heads QLD. 4567
for the purposes for which it was
LOT 464 ON RP 868304 commissioned and in accordance PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 27/04/20
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 27/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S002 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 4
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.
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q - Notes Sheet.dwg
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
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
NOOSA COUNCIL
APPROVED PLAN
OPW15/0203.01 18 MAY 2020
CONSTRUCTION ISSUE
Printed: 25 April 2020, 8:04 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE GENERAL NOTES - SHEET 2 OF 2
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE Noosa Heads QLD. 4567
for the purposes for which it was
LOT 464 ON RP 868304 commissioned and in accordance PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date 27/04/20
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 27/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S003 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 5
-
EXISTING 1500 JETTY LOADING CRITERIA:
NOOSA COUNCIL
REVETMENT WALL JETTY LIVE LOADS: = 2.0 kPa
APPROVED PLAN MOORED VESSEL (MAX.)
OPW15/0203.01 18 MAY 2020 LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Second
EB
EP
EP
NOTES:
EJ
EJ
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
EJ
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
1500
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL
EB
EP
WORKS".
EP
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
N
9000
APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
EJ
EJ
LOT: 464 INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
DIP GALVANIZED OR STAINLESS STEEL.
EJ
RP: 868304
15°21'15"
40.051
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
7°53'10"
39.720
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
AREA: 738 m² MERBAU TIMBER
EP
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
DECKING EB DRAWINGS.
BY BUILDER 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
EP
EJ
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
B1 TO CONSTRUCTION WORKS.
P1
EXISTING HWD. 7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
DATA. FLOOD LEVEL RECORD FROM BOM DATA.
TYP.
J1
DECKING
150
6500
J1
J1
J1
EJ
EJ
J1
10.829
FRAMING SCHEDULE
EP
105°21'25" 10.200 B1 EB
99°12'50" BEAMS:
P1
EP
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
150 2600 EB - 200
150 x 75 F14 HWD. BEARER, H6 TREATED.
EXISTING END BEARER B1 - 200
150 x 75 F14 HWD. BEARER, H6 TREATED.
TYP.
ED
CL CL
Y
PROJECTED
BOUNDARY TO BE REMOVED &
BOUNDAR
JOISTS:
PROJECT
REPLACED.
EJ - 150 x 75 F14 HWD. JOISTS AT 750 CRS, H6 TREATED.
J1 - 150 x 75 F14 HWD. JOISTS AT 750 CRS, H6 TREATED.
9000
1500
2600 JETTY PLAN PIERS:
1:100 EP - 200Ø HWD. PIER, H6 TREATED.
P1 - 200Ø HWD. PIER, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
EXISTING JETTY NOTE:
TO REMAIN.
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
1500 EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
1500
4100
EXISTING JETTY EXISTING JETTY
TO REMAIN TO REMAIN
RECORD FLOOD LEVEL
RL 2.0
PROPOSED JETTY PROPOSED JETTY
EXTENSION EXTENSION
DECK RL 1.0
MAXIMUM WATER
SITE PLAN RL 0.44 AHD
EP
EP
P1
P1
1:200 EXISTING
(1.10 HAT) SEABED
REVETMENT
EP
EP
P1
EP
WALL
SEABED
TYP.
3000
TYP.
3000
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
CONSTRUCTION ISSUE
Printed: 29 April 2020, 7:20 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 464 ON RP 868304
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 29/04/20
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 29/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 6
-
NOOSA COUNCIL
APPROVED PLAN
OPW15/0203.01 18 MAY 2020
J1
1-M16 BOLT S.S.
B1 TO P1
TYPICAL.
J1
1-M16 BOLT S.S.
J1 TO P1
TYPICAL.
P1
J1
B1
1-M16 BOLT S.S.
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q - Typical Jetty Details.dwg
J1 TO B1
TYPICAL.
NOTCH OUT MIN. 25mm DEEP SEAT
AT BEARER & JOIST CONNECTIONS.
TYP.
P1
TYPICAL PILE / BEAM / JOIST CONNECTION VIEWS
SCALE 1:10
CONSTRUCTION ISSUE
Printed: 29 April 2020, 7:12 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 464 ON RP 868304
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 29/04/20
SHEET 1 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 29/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S005 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 7
KICK BOARD KICK BOARD
MERBAU TIMBER MERBAU TIMBER MERBAU TIMBER
DECKING DECKING DECKING
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
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q - Typical Jetty Details.dwg
-
NOOSA COUNCIL
APPROVED PLAN
OPW15/0203.01 18 MAY 2020
CONSTRUCTION ISSUE
Printed: 29 April 2020, 7:19 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 464 ON RP 868304
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 29/04/20
SHEET 2 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 29/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S006 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 8
EXTENT OF EXISTING JETTY
2-M16 COACH BOLTS S.S. DECKING OVER TO REMAIN
B1 TO EP, 200 Lg. MIN.
50mm VERTICAL CRS. MERBAU TIMBER REMOVE EXISTING
DECKING KICK BOARD JETTY
EXTENSION
NEW DECKING
EXTENT OVER
EP
EXISTING
B1 DECKING
EB
1-M12 BOLT S.S.
J1
J1 TO EJ
EXISTING BOLT AT 600 MAX. CRS. EXISTING JOIST (EJ)
TO REMAIN
JOIST OMITTED FOR CLARITY
TYPICAL BEAM TO EXISTING PIER DETAIL TYPICAL EXISTING JOIST TO J1
AT SQUE BEAM LOCATIONS CONNECTION DETAIL
SCALE 1:10 SCALE 1:10
File: C:\- A Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550Q - 79 Shorehaven\ 7550Q - Typical Jetty Details.dwg
NEW DECKING EXISTING BEAM
EXTENT OVER TO BE REMOVED
EP
EP
B1 EB
P1
1-M16 BOLT S.S. REMOVE EXISTING
B1 TO P1 BOLT & REPLACE WITH
TYPICAL. 1-M20 BOLT S.S.
EB TO B1
JOIST OMITTED FOR CLARITY
-
NOOSA COUNCIL
TYPICAL BEAM TO EXISTING PIER / APPROVED PLAN
BEAM REPLACEMENT DETAIL OPW15/0203.01 18 MAY 2020
SCALE 1:10
CONSTRUCTION ISSUE
Printed: 29 April 2020, 7:19 AM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1277 This document is and shall remain
Black & More
ABN 19 609 960 232
NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address: the property of Black & More. Address
79 SHOREHAVEN DRIVE, NOOSAVILLE TYPICAL JETTY DETAILS
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
79 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 464 ON RP 868304
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 29/04/20
SHEET 3 OF 03
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
MIKE KING the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 29/04/20 RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550Q- S007 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Used in these records
Compiled Approved Plans OPW150203.01.pdfRelated documentApplication case desk ↗
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