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Change to Jetty OPW18-0150 - Appendix B
Attached to the e-mail Change Operational Works Application - OPW18/0150.01 - 21 Wesley Court Noosa Heads.
SEABED ANCHORS TO BE A FULLY
WELDED ALUMINUM FRAME.
10 PLATE GUSSET
MITRE JOINTS & CFW ALL ROUND.
100 HIGH
CFW TO CHS 250
2/75 Lg. BATTEN SCREWS 10 PLATE CLEAT (150 Sq.)
600
TO JOIST (TYP.) CFW TO BOX
900 MAX. 4/75 Lg. BATTEN SCREWS
76.2 x 4.75 CHS
420 MAX. 480 MAX. TO JOIST (TYP.)
ALUMINUM TUBE
(RT7646410) 50 x 50 x 4 EXISTING 6 SEAL PLATE
6 SEAL PLATE ALUMINUM ANGLE DECKING
CFW TO PILE CFW TO BOX
JETTY FIXING BASE PLATE KICK BOARD
REFER TO TYPICAL DETAIL EXISTING JOISTS (J1)
BUTT JOINT AT 450 CRS.
CUT & REMOVE EXISTING PROPRIETARY COLLAR
CFW TO BOX CONFIRM ON SITE
J1
KICK BOARD EITHER SIDE BRACKET BY OTHERS
SIDE FACE
J1
400
OF FENDER / SEABED MIN. 2-M12 COACH SCREWS
J1
J1
J1
J1
BUTT JOINT (H.D.G.) TO JOIST CFW ALL ROUND
ANCHOR BASE PLATE 50x50x3
CFW ALL ROUND CONNECTION UPPER STEP ALUMINUM BOX
76 x 50 x 3.2 RHS 76.2 x 5.0 CHS PILE
800
FRAME 76.2 x 5.0 CHS PILE
BUTT JOINT
140 x 25 HWD. DECKING CFW ALL ROUND
FIXED TO BUILDERS 50 x 10 ALUMINUM
DETAILS FLAT BAR 50x50x3
150 PFC
JET SKI FLOAT 50x50x3 ALUMINUM BOX
LOWER STEP ALUMINUM BOX
FENDER
10 ALUMINUM
10 x 60 FLAT BAR BRACE FIXING PLATE BUTT JOINT BUTT JOINT DOUBLE KAYAK STEP TO BE A
60 x 10 FLAT CFW TO BOX MITRE JOINT
CFW TO RHS & PFC CFW TO BOX CFW TO BOX FULLY WELDED ALUMINUM FRAME.
"U" BAR (AROUND PILE) (BOX SECTIONS)
CFW TO PFC SIDE FACE SIDE FACE BUTT MITRE JOINTS,
FENDER FRAME FF1 CFW ALL ROUND CFW ALL ROUND
CFW ALL ROUND CFW ALL ROUND.
TOP & BTM.
SEABED SEABED
DOUBLE KAYAK STEP
TYPICAL SECTION DETAIL
EMBEDMENT
EMBEDMENT
1:10
1000
1000
50x50x3
AL. BOX
150
50
x5
0x
50
3
FENDER FRAME (FF1) / LOW SEABED ANCHOR (P3)
x5
AL
420
0x
.B
4
MAX.
O
HIGH SEABED ANCHOR (P2) TYPICAL ELEVATION
AL
X
.
600
TYPICAL ELEVATION 1:10
1:10
50x50x3
AL. BOX
100
1500
50
10 ALUMINIUM BASE PLATE
x5
CFW TO SHS
0x
50
3
2-M12 COACH SCREWS
x5
AL
150
0x
.B
FIXED TO J1
LOWER STEP
4
UPPER STEP
O
AL
X
.
600
38
75 WIDE JOIST BELOW
50x50x3
AL. BOX
JETTY FIXING BASE PLATE
50
TYPICAL PLAN DETAIL
x5
150
0
50
x3
1:10
x5
AL
0x
.B
4
O
AL
X
.
50 NOMINAL MIN.
J1 OVER
J1 OVER
J1 OVER
J1 OVER
BUILDER TO CONFIRM ON SITE
EXISTING FENDER
DOUBLE KAYAK STEP
TYPICAL PLAN DETAIL
1:10
© THIS DRAWING IS PROTECTED ASSOCIATED CONSULTANTS PROJECT DRAWING TITLE
UNDER COPYRIGHT IN
ACCORDANCE WITH
AGREEMENT BETWEEN LONG
VIEW CONSULTING ENGINEERS
NOOSA JETTY BUILDERS
JoB No: ...........
Address:
Long View PROPOSED FENDERS TO EXISTING JETTY
21 WESLEY COURT, NOOSA HEADS
JETTY FRAMING DETAILS
Pty. Ltd. AND THE CLIENT AS
L Consulting Engineers Pty. Ltd.
REVISIONS
NAMED HEREIN. EXCLUSIVE 21 WESLEY COURT, NOOSA HEADS
USE IS GRANTED UNDER THE LOT 42 ON N.218.45
AGREEMENT ONLY FOR THE
PROJECT. THIS DRAWING SHALL 2 CONSTRUCTION ISSUE C2 F.M. Client: DARREN CROTHERS V Post:
ABN:
PO Box 963 Cooroy QLD 4563
98 867 060 985
DRAWN
S.T.
CHECKED
F.M.
APPROVED DATE
12/06/2020
SCALE BAR DRAWING SCALES
1:10
DRAWING SIZE
A1 ORIGINAL
NOT BE CONSTRUCTED UNLESS Mobile: 0414 681 676
DESCRIBED AS "CONSTRUCTION 1 CONSTRUCTION ISSUE C1 F.M. Email: [email protected] DESIGNED CHECKED RPEQ / Cert. PROJECT NUMBER DRAWING NUMBER REVISION
ISSUE". Internet: www.longviewconsulting.com.au
No. DESCRIPTION REV. APP. F.M. F.M. 19951 20.003 S04 C2
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