Council archive · source document
20.001-021 20 Masthead Quay_Construction Issue_C1_210614 · MCU21/0127
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
177°40
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
46.052 "
LOT: 625 LOT: 624 LOT: 623 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
12°58'30"
45.361
RP: 883863 RP: 883863 RP: 883863 "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
'00
AREA: 904 m²
DO NOT FIX JETTY 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
TO EXISTING MARINE GRADE 316.
0.689
REVETMENT WALL ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
177°40'00" AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
EXISTING
1000
REVETMENT 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
1500
3000 7559 13.657 WALL AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
0.631 5"
12°58'30" 269°32'2
12.257 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
278°14'35"
B1 6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
HANDRAIL TO DETAIL. ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
PROJE RY
P1
P1
BOUND
RIGID HANDRAIL TO CONSTRUCTION WORKS.
2617
J1 COMPLY WITH NOOSA
CTED
A
COUNCIL REGULATIONS. 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
B1 FLOOD LEVEL RECORD FROM BOM DATA.
D
BOUNDARY
PROJECTE
9000
9000
J1 8. C.O.S. DENOTES CONFIRM ON SITE.
2617
TREX COMPOSITE
B1 DECKING BY OTHERS
P1 FIXED TO MANUF. SPEC.
P1
JETTY LOADING CRITERIA:
2617
J1 JETTY LIVE LOADS: = 2.0 kPa
B1
P1 MOORED VESSEL (MAX.)
~3831
P1
150 1200
LENGTH: = 5.0m
1500
TYP.
150
TYP. WEIGHT: = 1500 Kg.
BERTHING VELOCITY: = 0.5m / Sec.
NOOSA WATERS
FRAMING SCHEDULE
JETTY SITE PLAN JETTY FRAMING PLAN PIERS:
1:100 1:100 P1 - 200Ø HWD. PIER, H6 TREATED.
BEAMS:
N 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.
TOP OF WALL
RL 1.0m AHD
DECK
RL 1.00m
RL 0.44m AHD
P1
P1
P1
P1
EXISTING
REVETMENT WALL
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: 1336
Address: 20 MASTHEAD QUAY,
Long View PROPOSED NEW JETTY
20 MASTHEAD QUAY, NOOSAVILLE 4566 QLD
SITE PLAN, FRAMING PLAN, ELEVATIONS
T/AS LONG VIEW CONSULTING
L Consulting Engineers
REVISIONS
ENGINEERS AND THE CLIENT AS NOOSAVILLE 4566 QLD
NAMED HEREIN. EXCLUSIVE LOT: 624 RP: 883863 Lodestar Meridian Pty Ltd T/as Long View Consulting Engineers
USE IS GRANTED UNDER THE
AGREEMENT ONLY FOR THE
Client: ALLAN CLARK V Post: PO Box 963 Cooroy QLD 4563
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
14/06/2021
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 20.001-021 S03 C1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
20.001-021 20 Masthead Quay_Construction Issue_C1_210614.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.2 MB (small file)
- File type
No other editions are linked here.