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PLANS 20.001-017 49 Saltwater Ave_Construction Issue_C1
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1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
LOT: 523 LOT: 522 LOT: 521 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
RP: 883848 RP: 883848 RP: 883848 DO NOT FIX JETTY
AREA: 939 m² TO EXISTING
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
REVETMENT WALL
5"
51.055
THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
69°53'2
"BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
66°54'00"
51.307
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
MARINE GRADE 316.
EXISTING STAIRS TO REMAIN ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
LOCATION TO BE CONFIRMED ON SITE AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EXISTING JETTY TO ALIGN WITH EXISTING
1000
7974 7501 REVETMENT 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
STAIRS
C.O.S. C.O.S. WALL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
9.001
8.000 151°13'15" 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
146°33'40" B1
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
P1
P1
HANDRAIL TO DETAIL. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
RIGID HANDRAIL TO
2617
J1 CONSTRUCTION WORKS.
1500 COMPLY WITH NOOSA
COUNCIL REGULATIONS. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
B1
P1
FLOOD LEVEL RECORD FROM BOM DATA.
BOUND ED
A RY
PROJECTED
P1
Y
9000
9000
T
BOUNDAR
8. C.O.S. DENOTES CONFIRM ON SITE.
PROJEC
2617
J1
B1
P1
J1
P1
JETTY LOADING CRITERIA:
2617
TREX COMPOSITE
B1
JETTY LIVE LOADS: = 2.0 kPa
DECKING BY OTHERS
P1 FIXED TO MANUF. SPEC. MOORED VESSEL (MAX.)
P1
150 1200 LENGTH: = 5.0m
TYP.
150
TYP. 1500 WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
NOOSA WATERS JETTY FRAMING PLAN
1:100
JETTY SITE PLAN
1:100
FRAMING SCHEDULE
PIERS:
P1 - 200Ø HWD. PIER, H6 TREATED.
N
BEAMS:
B1 - 150 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.
TOP OF WALL TO EXISTING
RIGID HANDRAIL TO
REVETMENT WALL
COMPLY WITH NOOSA RL 1.0m AHD
COUNCIL REGULATIONS.
EXISTING STAIRS
TO REMAIN
DECK
RL 1.00m H.A.T.
RL 0.44m AHD
P1
P1
P1
P1
EXISTING
REVETMENT WALL
P1
P1
STONE PITCHING SEABED
SEABED
TYP.
TYP.
3000
3000
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
1:50 1:50
© 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: 1324
Address:
Long View PROPOSED NEW JETTY
49 SALTWATER AVE, NOOSAVILLE 4566 QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS 49 SALTWATER AVE,
NAMED HEREIN. EXCLUSIVE NOOSAVILLE 4566 QLD 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
S.T.
CHECKED
F.M.
APPROVED DATE
29/03/2021
SCALE BAR DRAWING SCALES
1:100, 1:50
DRAWING SIZE
A1 ORIGINAL
LOT: 522 RP: 883848 ABN: 87 711 552 832
PROJECT. THIS DRAWING SHALL
NOT BE CONSTRUCTED UNLESS 1 CONSTRUCTION ISSUE C1 F.M. Client: MONIQUE SORENSEN 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 20.001-017 S03 C1
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