Council archive · source document
7550P_32 Masthead Quay_200331 Construction Issue · OPW20/0065
Attached to the e-mail Operational Works Application OPW20/0065 - 32 Masthead Quay, Noosaville.
Plans and drawings: the text below has words only, no drawings.
JETTY LOADING CRITERIA:
EXISTING 1500 JETTY LIVE LOADS: = 2.0 kPa
1000
N REVETMENT WALL MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
LOT: 618 BERTHING VELOCITY: = 0.5m / Second
RP: 883864 DO NOT FIX JETTY TO
B1
NOTES:
AREA: 760m² P1
P1
REVETMENT WALL.
BOAT LIFT 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
J1
BY OTHERS. CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2617
HANDRAIL TO DETAIL.
J1
J1
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
COUNCIL REGULATIONS WORKS".
B1
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE
P1 APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK,
P1
J1
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
TIE-UP RAIL DIP GALVANIZED OR STAINLESS STEEL.
2617
BY OTHERS.
J1
J1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
DRAWINGS.
SEABED DRIFT B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
140°22'35"
140°22'35"
ANCHORS
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
40.000
40.000
P1
BY OTHERS. TO CONSTRUCTION WORKS.
7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
J1
J1
J1
2617
DATA. FLOOD LEVEL RECORD FROM BOM DATA.
ECO 5000 DECKING
FRAMING SCHEDULE
File: C:\- Projects\00 - Black & More\0 - 7550 - Noosa Jetty Builders\000 - Archive\7550P - 32 Masthead\ 7550P -S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg
11000 6500 FIXED TO MANUF. SPEC.
0.400 0.415 BEAMS:
P1
140°22'35" 140°22'35" B1
P1
19.000 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
230°22'35" 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.
BOAT LIFT PIERS:
BY OTHERS
PROJECTED
BOUNDARY
P1 - 200Ø HWD. PIER, H6 TREATED.
(8.5m x 3.5m)
8500
9000
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
JETTY PLAN
PROJECTED
BOUNDARY
1:100
RIGID HANDRAIL TO
PROPOSED JETTY COMPLY WITH NOOSA
REFER DETAILS FOR NOTE: COUNCIL REGULATIONS
DESIGN ELEMENTS THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
3500 EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
1500
DO NOT FIX JETTY TO TOP OF WALL
REVETMENT WALL RL 1.00 AHD
RECORD FLOOD LEVEL
RL 2.0 AHD
DECK RL 1.0 AHD
MAXIMUM WATER
SITE PLAN RL 0.44 AHD
P1
P1
P1
1:200 EXISTING
(1.10 HAT)
REVETMENT
P1
P1
P1
SEABED WALL
SEABED STONE PITCHING
TYP.
3000
TYP.
3000
TYP.
3000
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
CONSTRUCTION ISSUE
Printed: 31 March 2020, 1:44 PM
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1241 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
32 MASTHEAD QUAY, NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
32 MASTHEAD QUAY, NOOSAVILLE
LOT 618 ON 883864
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 31/03/20
AND JETTY ELEVATIONS
Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
BRIAN CHARD the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 31/03/20 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 7550P- S004 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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