Original source · versioned page text
Approved Plans - MCU23/0068 & OPW23/0078
Plans and drawings: the text below has words only, no drawings.
NOTES:
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY
4100 CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY WITH
15
3000 THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL POLICY
00
~6507 "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS".
0
15
0
41
05
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE APPROVED
T ED
RY
P2 MARINE GRADE 316.
BOUNDA
3000
PROJEC
ALL OTHER STEEL WORK, INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
00
1500
69
41
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH
95
EXISTING
REVETMENT 150 1200 AN ALUMINIUM ALLOY OR STAINLESS STEEL BAND.
5.940
7.980 WALL TYP.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS.
5.940
P2
66°10'
1000
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
B1 ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR TO
HANDRAIL TO DETAIL. CONSTRUCTION WORKS.
10
P1
P1
00
RIGID HANDRAIL TO
0
J1
3025
COMPLY WITH NOOSA 7. TIDAL LEVELS REFERENCE MARITIME SAFETY QLD. PUBLISHED TIDE DATA.
5.940
COUNCIL REGULATIONS. FLOOD LEVEL RECORD FROM BOM DATA.
58
45°03'20"
00
8 2/B1 P2 8. C.O.S. DENOTES CONFIRM ON SITE.
P2
~2216
P1
00
J1
P1
15
10000
PROJEC
BOUNDA
3025
36.433
P2
6°37'50" MERBAU TIMBER
DECKING JETTY LOADING CRITERIA:
TED
2/B1
RY
P1
P1
BY BUILDER
B2 JETTY LIVE LOADS: = 2.0 kPa
1600
EXISTING PONTOON
P1
TO BE REMOVED MOORED VESSEL (MAX.)
J1
LENGTH: = 5.0m
1200
2/B2 P2
P1
P1
WEIGHT: = 1500 Kg.
10.214 BERTHING VELOCITY: = 0.5m / Sec.
150
34°30'
150 3800 150
LOT: 38
RP: -839232 JETTY FRAMING PLAN
AREA: 939 m² 1:100 FRAMING SCHEDULE
00
70
~1
PIERS:
5.940 P1 - 200Ø HWD. PIER, H6 TREATED.
45°03'20" P2 - 200Ø HWD. PIER, H6 TREATED. (TERMINATE PIER 600 ABOVE JETTY DECK)
BEAMS:
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
B2 - 225 x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
14.798
JETTY SITE PLAN
1:100 ALL EXPOSED TIMBER SHALL BE H6 TREATED.
351°34'30"
DO NOT FIX JETTY
HANDRAIL TO DETAIL.
N 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
P1
P1
STONE PITCHING
SEABED SEABED
TYP.
TYP.
3000
3000
NOOSA COUNCIL
APPROVED PLAN
MCU23/0068 & OPW23/0078
JETTY SIDE ELEVATION JETTY RIVER ELEVATION
17 JULY 2023
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
3 MERMAID QUAY, 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
MARCH 2023
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 21.101-002 S03 C1
Document Set ID: 22424033
Version: 1, Version Date: 12/05/2023
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Page 2
EDGE OF
1-M16 BOLT S.S. DECKING /
B1 TO P1 TO B1 KICK BOARD
KICK BOARD 1-M16 BOLT S.S. KICK BOARD MERBAU KICK BOARD MERBAU KICK BOARD MERBAU MERBAU TYPICAL.
BY BUILDER J1 TO P1 BY BUILDER TIMBER BY BUILDER TIMBER BY BUILDER TIMBER TIMBER
80
TYPICAL. DECKING DECKING DECKING
MIN.
DECKING B1 10 FOLDED PLATE
BRACKET S.S.
1-M16 BOLT S.S.
MIN.
EACH LEG
100
P1
J1 J1 J1
B2 B1 INSTALL
B2
B2
J1
B1 SECOND
25 B1/2 1-M16 BOLT S.S. 1-M16 BOLT S.S.
RECESS 1-M16 BOLT S.S. 1-M16 BOLT S.S.
B2 TO P1 B2 TO P1 TO B2 B1
B1
TYPICAL. TYPICAL. J1 TO B2 J1 TO B1 INSTALL DOUBLE
80
TYPICAL. TYPICAL. BEAMS FIRST
B2
B2
25 25 25 80 25 MIN. B2
RECESS RECESS RECESS MIN. RECESS
1-M16 BOLT S.S.
B1/2 TO P1
P1
P1
P1
P1
TYPICAL.
JOIST OVER OMITTED FOR CLARITY
SKEW BEAM / DOUBLE BEAM
JOIST & BEAM TO PILE BEAM TO PILE DOUBLE BEAM TO PILE JOIST TO DOUBLE BEAM JOIST LAP AT DOUBLE BEAM INTERSECTION TO PIER
TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL
1:10 1:10 1:10 1:10 1:10 1:10
1-M16 BOLT S.S.
J1 J1 TO B1
CL CL
TYPICAL.
2000 MAX.
NOTCH OUT MIN. 25mm 6 SEAL PLATE POST SPACING
CL
DEEP SEAT AT BEARER CFW TO HAND RAIL
& JOIST CONNECTIONS. EACH END 100x50x3 BOX ON FLAT
TYP.
150
J1
1-M16 BOLT S.S.
900
B1 TO P1
75x75x5 BOX
75x75x5 BOX
75x75x5 BOX
TYPICAL.
P1
J1
B1
1-M16 BOLT S.S.
J1 TO P1
TYPICAL.
175
J1
2-M12 S.S. BOLTS
J1
6 BASE PLATE 2-M12 S.S. BOLTS WITH OVERSIZED WASHERS
CFW TO BOX WITH OVERSIZED WASHERS TO JOIST
PROVIDE 10Ø TO JOIST
WEEPHOLE
P1
ALUMINUM HANDRAIL ALUMINUM HANDRAIL
TYPICAL ELEVATION TYPICAL SECTION
1:10 1:10
HANDRAIL TO BE A FULLY
WELDED ALUMINUM FRAME.
BUTT JOINTS & CFW ALL
PILE TO BEAM TO JOIST - TYPICAL VIEW ROUND.
NOOSA COUNCIL 1:10
APPROVED PLAN
MCU23/0068 & OPW23/0078
17 JULY 2023
CONSTRUCTION
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN
LODESTAR MERIDIAN PTY LTD
Long View PROPOSED JETTY
3 MERMAID QUAY, NOOSAVILLE 4566
JETTY FRAMING DETAILS - SHEET 1
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
MARCH 2023
SCALE BAR DRAWING SCALES
1:10
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 21.101-002 S04 C1
Document Set ID: 22424033
Version: 1, Version Date: 12/05/2023