Council archive · source document
7550B_39 The Anchorage Jetty_Construction Issue · OPW19/0099
Attached to the e-mail Operational Works Application OPW19/0099 - DA form 1 - Plans - Form 15 - 39 The Anchorage Noosaville.
PROPOSED NEW JETTY
39 THE ANCHORAGE, NOOSAVILLE.
for
NOOSA JETTY BUILDERS
S & J HARRIS
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B -S001(C1) - Cover Sheet.dwg
SCHEDULE OF PROJECT DRAWINGS
7550B-S001 COVER SHEET, DRAWING SCHEDULE AND LOCALITY PLAN
7550B-S002 STRUCTURAL NOTES - SHEET 1 OF 2
7550B-S003 STRUCTURAL NOTES - SHEET 2 OF 2
7550B-S004 SITE PLAN, FRAMING PLAN & JETTY ELEVATIONS
7550B-S005 TYPICAL JETTY DETAILS - SHEET 1 OF 4
7550B-S006 TYPICAL JETTY DETAILS - SHEET 2 OF 4
7550B-S007 TYPICAL JETTY DETAILS - SHEET 3 OF 4
7550B-S008 TYPICAL JETTY DETAILS - SHEET 4 OF 4
PROJECT
SITE
LOCALITY PLAN
SCALE 1:NOT TO SCALE
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 COVER SHEET, DRAWING SCHEDULE AND
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
LOCALITY PLAN
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S001 C1
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
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Notes Sheet.dwg
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 -/-/-
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.
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 GENERAL NOTES - SHEET 1 OF 2
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE PO Box 999N Cairns North QLD 4870
for the purposes for which it was
LOT 795 ON 9910421 commissioned and in accordance Drawn Drawing Approved Date 18/04/19
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- 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
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Notes Sheet.dwg
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
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
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 GENERAL NOTES - SHEET 2 OF 2
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE PO Box 999N Cairns North QLD 4870
for the purposes for which it was
LOT 795 ON 9910421 commissioned and in accordance Drawn Drawing Approved Date 18/04/19
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S003 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 4
EXISTING 1500 JETTY LOADING CRITERIA:
1000
REVETMENT WALL
JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
B1
2000
BERTHING VELOCITY: = 0.5m / Second
DO NOT FIX JETTY TO
REVETMENT WALL.
P1 TIE-UP RAIL BY OTHERS
J1 J1
AS SHOWN ON JETTY EDGE
NOTES:
2200
J1
KAYAK STEP
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
TO DETAIL. RIGID HANDRAIL TO
P1 B1
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
COMPLY WITH NOOSA STRESS GRADE OF F14.
29°29'10"
3000
42.452
COUNCIL REGULATIONS. 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
N COMPLY WITH THE ENVIRONMENTAL PROTECTION
J1 J1
187°32'10"
AGENCY'S OPERATIONAL POLICY - "BUILDING AND
2250
LOT 795
42.102
J1
ENGINEERING STANDARDS FOR TIDAL WORKS".
RP 9910421 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL
P1 BE APPROVED MARINE GRADE S16. ALL OTHER STEEL
AREA: 774m² B1 TIE-UP RAIL BY OTHERS
WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS
AS SHOWN ON JETTY EDGE
P1 SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
J1 J1
OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS
2200
HANDRAIL TO DETAIL.
STEEL BAND.
J1
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THESE DRAWINGS.
B1
P1
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
P1
TREX COMPOSITE FRAMING SCHEDULE
2200
DECKING BEAMS:
J1 J1
J1
FIXED TO MANUF. SPEC. B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
2.033
P1 B1 P1 JOISTS:
277°24'15" J1 - 150 x 75 F14 HWD. JOISTS AT 750 CRS, H6 TREATED.
150 1200
TYP.
PIERS:
150
5.026 TYP.
14.618 P1 - 200Ø HWD. PIER, H6 TREATED.
272°09'55" 266°55'40"
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
JETTY PLAN
1:100
NOTE: RIGID HANDRAIL TO TOP OF WALL
10000
COMPLY WITH NOOSA RL 0.00 AHD
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT COUNCIL REGULATIONS T.B.C.
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
DO NOT FIX JETTY TO
REVETMENT WALL
RECORD FLOOD LEVEL KAYAK STEP
RL T.B.C. BEYOND
10000 1500
DECK RL T.B.C.
PROPOSED JETTY EXISTING JETTY MAXIMUM WATER
REFER DETAILS FOR TO BE RL T.B.C.
P1
P1
P1
P1
DESIGN ELEMMENTS DEMOLISHED EXISTING
P1
P1
REVETMENT
P1
SEABED WALL
SEABED STONE PITCHING
TYP.
3000
TYP.
3000
TYP.
3000
SITE PLAN
SCALE 1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
AND JETTY ELEVATIONS
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 5
J1
NOTCH OUT
1-M16 BOLT S.S. MIN. 25mm DEEP SEAT
B1/2 TO P1 AT BEARER & JOIST
TYPICAL. CONNECTIONS.
TYP.
J1
B1
1-M16 BOLT S.S. J1
J1 TO P1
TYPICAL.
1-M16 BOLT S.S.
P1
EACH J1 TO P1
J1
TYPICAL.
B2
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Typical Jetty Details.dwg
1-M16 BOLT S.S.
1-M16 BOLT S.S.
J1 TO B2 1-M16 BOLT S.S.
B1 TO P1
TYPICAL. J1 TO B1
TYPICAL.
TYPICAL.
P1
NOTCH OUT MIN. 25mm DEEP SEAT
AT BEARER & JOIST CONNECTIONS.
TYP.
P1
TYPICAL PILE / BEAM / JOIST CONNECTION VIEWS
SCALE 1:10
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 TYPICAL JETTY DETAILS
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
SHEET 1 OF 4
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S005 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 6
KICK BOARD KICK BOARD
DECKING DECKING DECKING
J1
J1
MIN.
100
/2
25 B1
RECESS
B1/2 B1/2
25
1-M16 BOLT S.S. 1-M16 BOLT S.S. 1-M16 BOLT S.S. RECESS
J1 TO B1/2 J1 TO B1/2 B1/2 TO P1
P1
P1
TYPICAL. TYPICAL. TYPICAL.
TYPICAL JOIST / BEAM / PILE TYPICAL JOIST / BEAM TYPICAL BEAM / PILE
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Typical Jetty Details.dwg
SCALE 1:10 SCALE 1:10 SCALE 1:10
DECKING DECKING
J1(A) J1(B) J1 J1
80
MIN.
NOTCH J1 ENDS
1-M16 BOLT S.S.
/2
/2
PER J1 TO P1
B1
B1
P1
TYPICAL. 1-M16 BOLT S.S.
JOIST J1(A) SHALL J1 TO B1/2
BEAR ON J1(B) PER J1 CONNECTION
TYPICAL.
TYPICAL JOIST LAP DETAIL TYPICAL JOIST LAP DETAIL
AT JETTY EDGE / PILE AT INTERNAL LOCATIONS
SCALE 1:10 SCALE 1:10
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 TYPICAL JETTY DETAILS
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
SHEET 2 OF 4
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S006 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 7
420 MAX.
KICK BOARD 2-M12 x 50Lg.
S.S COACH SCREWS
DECKING
(TYP.)
50 x 50 x 4
140 x 35 HWD. DECKING ALUMINUM ANGLE
FIXED TO BUILDERS J1 J1 J1
400
DETAILS
KAYAK STEP TO BE A FULLY
50x50x3 BOX WELDED ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.
10 ALUMINUM
FIXING PLATE
50 x 50 x 4 ALUMINUM ANGLE
CFW TO BOX
ALUMINUM KAYAK STEP TYPICAL SECTION
SCALE 1:10
. .
AL AL
4 x4
250
0x 0
x5 x5
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Typical Jetty Details.dwg
50 50x50x3 BOX 50
. .
AL AL
750
4 x4
0x 0
x5 x5
50 50x50x3 BOX 50
2000
750
.
.
AL
AL
4
4
0x
0x
x5
x5
50x50x3 BOX
50
50
J1 OVER
J1 OVER
J1 OVER
250
ALUMINUM KAYAK STEP PLAN
SCALE 1:10
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 TYPICAL JETTY DETAILS
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
SHEET 3 OF 4
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S007 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
Page 8
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
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550B - 39 The Anchorage, Noosaville. QLD\ 7550B - Typical Jetty Details.dwg
185
6 BASE PLATE 2-M12 S.S. BOLTS
CFW TO BOX WITH OVERSIZED WASHERS
PROVIDE 10Ø TO JOIST
WEEPHOLE
ALUMINUM HANDRAIL
TYPICAL ELEVATION
SCALE 1:10
HANDRAIL TO BE A FULLY WELDED
ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.
CONSTRUCTION ISSUE
Printed: 18 April 2019, 3:32 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1166 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
39 THE ANCHORAGE, NOOSAVILLE. QLD 4566 TYPICAL JETTY DETAILS
Revisions
This document may only be used 93 Digger St Cairns North QLD 4870
39 THE ANCHORAGE, NOOSAVILLE
LOT 795 ON 9910421
for the purposes for which it was
commissioned and in accordance
PO Box 999N Cairns North QLD 4870
Drawn Drawing Approved Date 18/04/19
SHEET 4 OF 4
Telephone (07) 4031 9944 ST FM
Client: with the Terms of Engagement for Check
the commission. Unauthorised use Email [email protected] Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 18/04/19 S & J HARRIS RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Internet www.blackm.com Designed
FM
Design
Check JB Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7550B- S008 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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