Council archive · source document
7550Q 200429 Construction Issue 1 · OPW15/0203.01
EXISTING 1500 JETTY LOADING CRITERIA:
REVETMENT WALL JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
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
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