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7550O_27 Saltwater Ave_200323 Construction Issue · OPW20/0056
Attached to the e-mail Operational Works Application OPW20/0026 - 27 Saltwater Ave Noosaville.
JETTY LOADING CRITERIA:
EXISTING 1500 JETTY LIVE LOADS: = 2.0 kPa
1000
REVETMENT WALL MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Second
B1
DO NOT FIX JETTY TO NOTES:
P1
P1
REVETMENT WALL.
J1
BOAT LIFT 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
BY OTHERS. CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
J1
J1
2617
HANDRAIL TO DETAIL.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
RIGID HANDRAIL TO WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
COMPLY WITH NOOSA POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL
N COUNCIL REGULATIONS
B1 WORKS".
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
LOT: 333 P1 APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
P1
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
RP: 883849 KAYAK STEP DIP GALVANIZED OR STAINLESS STEEL.
J1
2617
AREA: 1084m² TO DETAIL. 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
J1
J1
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
SEABED DRIFT
DRAWINGS.
ANCHORS B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
BY OTHERS.
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
P1
J1
TO CONSTRUCTION WORKS.
TREX COMPOSITE 7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
2617
DECKING DATA. FLOOD LEVEL RECORD FROM BOM DATA.
146°37'35"
J1
J1
FIXED TO MANUF. SPEC.
49.875
FRAMING SCHEDULE
140°44'20"
BEAMS:
22.972
P1
B1
File: C:\- Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\7550O - 27 Saltwater Ave\ 7550O -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
P1
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
150 1200 B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
TYP.
150
TYP. JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
4320 5060 PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
0.305 10.879 0.395
140°44'20" 146°37'35" ALL EXPOSED TIMBER SHALL BE H6 TREATED.
234°52'30"
JETTY PLAN
EXISTING JETTY 1:100
TO BE DEMOLISHED BOAT LIFT RIGID HANDRAIL TO
PROJECTED
BY OTHERS COMPLY WITH NOOSA
NOTE:
BOUNDARY
7000
(7.0m x 3.5m) COUNCIL REGULATIONS
9000
PROJECTED
BOUNDARY
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
DO NOT FIX JETTY TO TOP OF WALL
REVETMENT WALL RL 1.00 AHD
RECORD FLOOD LEVEL
3500 RL 2.00 AHD.
1500 1000
MIN. DECK RL 1.00 AHD.
PROPOSED JETTY MAXIMUM WATER
REFER DETAILS FOR DESIGN RL 0.44 AHD
P1
P1
P1
ELEMENTS (1.10 HAT) EXISTING
REVETMENT
P1
P1
P1
SEABED WALL
SEABED STONE PITCHING
TYP.
3000
TYP.
3000
TYP.
3000
SITE PLAN
1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
CONSTRUCTION ISSUE
Printed: 23 March 2020, 1:49 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1252 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
27 SALTWATER AVE , NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
27 SALTWATER AVE , NOOSAVILLE
LOT 333 ON RP 883849
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 23/03/20
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
BART AND CATHY DALY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 23/03/20 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 7550O- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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