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Plans 21.101-001 26 The Promontory Jetty_C1 (1)
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1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
LOT: 838 LOT: 837 LOT: 836 MARINE GRADE 316.
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
336°00'
156°00'
RP: 102579 RP: 102579 RP: 102579
40.000
40.000
AREA: m² AREA: 800 m² AREA: 800 m² AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
1500
EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
REVETMENT 150 1200 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
WALL TYP.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
9250 1500 9250
1000
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
21.700 20.000 20.000 HANDRAIL TO DETAIL. CONSTRUCTION WORKS.
P1
P1
246°00' 246°00' 246°00' RIGID HANDRAIL TO
J1
3000
COMPLY WITH NOOSA 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
COUNCIL REGULATIONS. FLOOD LEVEL RECORD FROM BOM DATA.
B1 8. C.O.S. DENOTES CONFIRM ON SITE.
P1
B1
P1
10000
7000
J1
32mm MILLBOARD
3000
COMPOSITE
MERBAU TIMBER
B1 DECKING JETTY LOADING CRITERIA:
P1
P1
BY BUILDER
B2
B2
1250 1250 JETTY LIVE LOADS: = 2.0 kPa
1500
P1
P1
MOORED VESSEL (MAX.)
J1
1350
LENGTH: = 5.0m
1500
P1
P1
B3 WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
1500
150 3700 150
150
JETTY FRAMING PLAN
1:100
8000 4000 8000
FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
JETTY SITE PLAN - WHERE H5 TREATED
200Ø HWD. ONLY, SLEEVE
PIER, H6 TREATED. PILE WITH
(TERMINATE PVC
PIER 600 ABOVE JETTY DECK)
1:100
BEAMS:
N B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 175 x 75 F14 HWD. BEARER, H6 TREATED.
B3 - 250 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
DO NOT FIX JETTY
HANDRAIL TO DETAIL.
TO EXISTING
RIGID HANDRAIL TO TOP OF WALL
REVETMENT WALL
COMPLY WITH NOOSA RL 1.0m AHD
COUNCIL REGULATIONS.
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
P1
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P2
P2
STONE PITCHING
SEABED SEABED
TYP.
TYP.
3000
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
CONSTRUCTION 1:50 1:50
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
Long View PROPOSED JETTY
26 THE PROMONTORY, NOOSAVILLE 4566
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS
NAMED HEREIN. EXCLUSIVE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
V Post: PO Box 963 Cooroy QLD 4563
DRAWN
J.A.L.
CHECKED
F.M.
APPROVED DATE
NOV 2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Mobile: 0414 681 676
DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
DESCRIBED AS "CONSTRUCTION Email: [email protected]
ISSUE". No. DESCRIPTION REV. APP. Internet: www.longviewconsulting.com.au F.M. F.M. 19951 21.101-001 S03 C1
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