Council archive · source document
7550E-C2_43 109 Shorehaven Dr_Construction Issue · OPW19/0185
Attached to the e-mail Operational Works Application OPW19/0185 - DA Form 1 - Form 15 - Plans - 105 Shorehaven Dr, Noosaville.
EXISTING 1500 JETTY LOADING CRITERIA:
1000
REVETMENT WALL JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH: = 5.0m
WEIGHT: = 1500 Kg.
DO NOT FIX JETTY TO BERTHING VELOCITY: = 0.5m / Second
B1
P1 REVETMENT WALL.
BOAT LIFT
BY OTHERS. NOTES:
J1 J1
J1
HANDRAIL TO DETAIL.
2200
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
J1
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
RIGID HANDRAIL TO STRESS GRADE OF F14.
P1
B1 COMPLY WITH NOOSA 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
COUNCIL REGULATIONS. COMPLY WITH THE ENVIRONMENTAL PROTECTION
P1
AGENCY'S OPERATIONAL POLICY - "BUILDING AND
J1 J1
J1
ENGINEERING STANDARDS FOR TIDAL WORKS".
2250
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL
J1
BE APPROVED MARINE GRADE S16. ALL OTHER STEEL
KAYAK STEP WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS
B1 TO DETAIL. SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
P1
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS
P1
STEEL BAND.
J1 J1
J1
2200
File: C:\- Projects\00 - Black & More\7550 - Noosa Jetty Builders\000 - Archive\7550E - 109 SHOREHAVEN DRIVE, NOOSAVILLE\ 7550E -S004(C2) - Site Plan, Framing Plan & Jetty Elevations.dwg
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
LOT: 679 THESE DRAWINGS.
18°25'4
J1
40.658
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
RP: 897352
18°25'45
40.064
B1 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE
P1
AREA: 807m²
5"
N BUILDER PRIOR TO CONSTRUCTION WORKS.
P1
"
ECO 5000 DECKING
FRAMING SCHEDULE
2200
FIXED TO MANUF. SPEC.
J1
J1 J1
BEAMS:
J1
3000 11.533 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
P1
117°06'25" 8.610 B1 B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
111°19'20"
P1
JOISTS:
150 1200 J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
TYP.
150
BOAT LIFT TYP.
PIERS:
PROJE
BY OTHERS P1 - 200Ø HWD. PIER, H6 TREATED.
BOUND
7000
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
JETTY PLAN
9000
CTED
ARY
1:100
PROJECTED
BOUNDARY RIGID HANDRAIL TO TOP OF WALL
NOTE: COMPLY WITH NOOSA RL 1.00 AHD
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT COUNCIL REGULATIONS
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.
1000
DO NOT FIX JETTY TO
5410 1500 ~14530
REVETMENT WALL
RECORD FLOOD LEVEL
PROPOSED JETTY RL T.B.C.
REFER DETAILS FOR
DESIGN ELEMMENTS
DECK RL T.B.C.
MAXIMUM WATER
RL T.B.C.
P1
P1
P1
EXISTING
REVETMENT
P1
P1
P1
WALL
SEABED
SEABED STONE PITCHING
TYP.
3000
TYP.
TYP.
3000
3000
SITE PLAN
1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
1:100 1:100
Printed: 15 August 2019, 7:01 AM
CONSTRUCTION ISSUE
NOOSA JETTY BUILDERS © Black & More Client Project Drawing Title
JoB No: 1191 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
109 SHOREHAVEN DRIVE, NOOSAVILLE SITE PLAN, FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
109 SHOREHAVEN DRIVE, NOOSAVILLE
LOT 679 ON RP 897352
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 15/08/19
31/07/19
AND JETTY ELEVATIONS
C2 CONSTRUCTION ISSUE FM FM 15/08/19 Client: with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
ANDREW HAY the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
C1 CONSTRUCTION ISSUE FM FM 31/07/19 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 7550E- S004 C2
External References: B&M-JETTY-TITLE-A3_e.dwg
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