Council archive · source document
7550J 191022 Construction Issue · OPW19/0245
Attached to the e-mail Jetty application OPW19/0245 - 10 The Peninsula, Noosaville.
JETTY LOADING CRITERIA:
JETTY LIVE LOADS: = 2.0 kPa
EXISTING
1500 MOORED VESSEL (MAX.)
1000
REVETMENT WALL
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Second
DO NOT FIX JETTY TO B1 NOTES:
REVETMENT WALL.
P1 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
P1
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
BOAT LIFT 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
HANDRAIL TO DETAIL. BY OTHERS. WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
RIGID HANDRAIL TO
J1 J1
3162
POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL
COMPLY WITH NOOSA
J1
COUNCIL REGULATIONS.
J1 WORKS".
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
P1
N
B1 DIP GALVANIZED OR STAINLESS STEEL.
P1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
SEABED DRIFT RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
J1
ANCHOR 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
BY OTHERS. DRAWINGS.
3163
LOT: 448 COMPOSITE DECKING
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
107°20'
41.500
RP: RP863243
107°20'
41.500
BY OTHERS, FIXED TO TO CONSTRUCTION WORKS.
J1
J1
J1
MANUF. SPEC. 7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
AREA: 782m² DATA. FLOOD LEVEL RECORD FROM BOM DATA.
B1 P1
P1 1200 150
FRAMING SCHEDULE
TYP.
150
BEAMS:
TYP.
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\7550H - 10 THE PENINSULA\ 7550J -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
~13200 JOISTS:
3000
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
19.000
197°20' JETTY PLAN PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
1:100
BOAT LIFT ALL EXPOSED TIMBER SHALL BE H6 TREATED.
BY OTHERS
(7.5m x 2.5m) NOTE:
7500
PROJECTED
BOUNDARY
PROJECTED
7500
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
BOUNDARY
EXCEED THE PILE DEPTH IN THE NATURAL GROUND. RIGID HANDRAIL TO
COMPLY WITH NOOSA
COUNCIL REGULATIONS
DO NOT FIX JETTY TO TOP OF WALL
1500 REVETMENT WALL RL 1.00 AHD
1000 RECORD FLOOD LEVEL
PROPOSED JETTY
MIN.
REFER DETAILS FOR DESIGN RL 2.0
ELEMENTS
DECK RL T.B.C.
MAXIMUM WATER
RL 0.44
P1
P1
EXISTING
P1
P1
REVETMENT
SEABED
P1
SEABED WALL
STONE PITCHING
TYP.
3000
TYP.
TYP.
3000
3000
SITE PLAN
1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
Printed: 22 October 2019, 12:04 PM
1:100 1:100
CONSTRUCTION ISSUE
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1206 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
10 THE PENINSULA, NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
10 THE PENINSULA, NOOSAVILLE
LOT 448 ON RP863243
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 22/10/19
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 22/10/19 JANE AND GRAHAM ROSS 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 7550J- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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