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20.001-022 30 The Promontory_Construction Issue_C2
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
315°39
39.39 "
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
2
'35
LOT: 836 LOT: 835 LOT: 834 "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
SP: 102579 SP: 102579 SP: 102579
326°50'20" AREA: 757 m² 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
40.010
MARINE GRADE 316.
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
0
~1834
7 EXISTING 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
4.99 5"
7'3 REVETMENT AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
3000 221°5 WALL 1500
12.966 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
231°52'40"
1000
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
4.973 B1 P1
P1
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
HANDRAIL TO DETAIL.
PROJ ARY
236°50'20" CONSTRUCTION WORKS.
BOUN
RIGID HANDRAIL TO
2550
ECTE
1500 COMPLY WITH NOOSA 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
D
COUNCIL REGULATIONS. FLOOD LEVEL RECORD FROM BOM DATA.
D
B1
P1
P1 8. C.O.S. DENOTES CONFIRM ON SITE.
TREX COMPOSITE
2550
10000
10000
J1 DECKING BY OTHERS
FIXED TO MANUF. SPEC.
B1
P1
P1
PROJECTED
BOUNDARY
JETTY LOADING CRITERIA:
2550
J1 TREX JETTY LIVE LOADS: = 2.0 kPa
P1 B1 P1 COMPOSITE
B1 P1
DECKING BY MOORED VESSEL (MAX.)
B1
P1
1500
0
1200
~1497 OTHERS LENGTH: = 5.0m
J2
B1
J1
J1
FIXED TO WEIGHT: = 1500 Kg.
P1
P1
MANUF. SPEC. BERTHING VELOCITY: = 0.5m / Sec.
P1
TYP.
7000 1200 2750 2750 150
150
TYP.
7000
FRAMING SCHEDULE
NOOSA WATERS
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
JETTY SITE PLAN JETTY FRAMING PLAN BEAMS:
1:100 1:100 B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 175 x 75 F14 HWD. BEARER, H6 TREATED.
N JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
J2 - 2/150 x 75 F14 HWD. TRIMMER JOIST, H6 TREATED.
WITH BLOCKING AND NAILING PLATE TO DETAIL.
ALL TIMBER SHALL BE H6 TREATED.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
P1
P1
P1
P1
SEABED STONE PITCHING SEABED
TYP.
3000
TYP.
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
NOOSA JETTY BUILDERS
JOB No: 1347
ADDRESS:
Long View PROPOSED NEW JETTY
30 THE PROMONTORY, NOOSAVILLE
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 30 THE PROMONTORY,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE 2 CONSTRUCTION ISSUE C2 F.M. LOT: 835 SP: 102579 V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
22/07/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
CLIENT: JARED CLOUT / ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. PAUL CLOUT DESIGN 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 20.001-022 S03 C2
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