Council archive · source document
20190520 - Preliminary Structural Engineering Drawings - Received 25-02-2020 · 132002.220015.1
Attached to the e-mail 132002.220015.1- DA Minor Change to an Existing Information Request Letter - 8 THE ANCHORAGE NOOSA.
EXISTING EXISTING DO NOT FIX JETTY TO
REVETMENT WALL REVETMENT WALL TJ REVETMENT WALL.
JETTY LOADING CRITERIA:
1000
1000
JETTY LIVE LOADS: = 2.0 kPa
J1
J1
J1
J1
J1
MOORED VESSEL (MAX.)
TP
LENGTH: = 5.0m
P
B2 WEIGHT: = 1500 Kg.
C
P
TP
C
BERTHING VELOCITY: = 0.5m / Second
HANDRAIL TO DETAIL.
COMPOSITE
2300
2300
RIGID HANDRAIL TO BK DECKING
COMPLY WITH SUNSHINE
B1 FIXED TO
COAST REGIONAL B1 MANUF. SPEC.
FRAMING SCHEDULE
COUNCIL REGULATIONS.
TP
TP
EXISTING CONCRETE BEAMS:
P
P
B1 - 150 x 75 F14 HWD. BEARER, H6 TREATED.
C
PILES TO REMAIN.
C
TB TB B2 - 200 x 75 F14 HWD. BEARER, H6 TREATED.
J1 J1
J1
J1 J1
J1
2250
2250
BK JOISTS:
J1
J1
KAYAK STEP J1 - 150 x 75 F14 HWD. JOISTS AT 450 CRS, H6 TREATED.
B1 B1 TO DETAIL. TJ - 150 x 75 F14 HWD. TRIMMER JOIST, H6 TREATED.
BK - 150 x 75 F14 HWD. BLOCKING MID-SPAN, H6 TREATED.
TP
P
C
P
C
PIERS:
P
C
TB TB TP - 200Ø HWD. PIER, H6 TREATED.
2300
2100 CP - EXISTING CONCRETE PIER, CONFIRM ON SITE.
EXISTING JETTY BK
TO BE DEMOLISHED TIMBER BRACE:
TB - 2/150 x 75 F14 HWD. BRACE, H6 TREATED, FIXED TO DETAIL.
TP
TP
ALL EXPOSED TIMBER SHALL BE H6 TREATED.
EXISTING BOAT LIFT TO 150 1200
TYP.
BE REMOVED.
150
TYP.
EXISTING PLAN JETTY FRAMING PLAN
1:100 1:100
File: C:\- Projects\00 - Black & More\7609A - 8 The Anchorage, Jetty\ 7609A -S005(C1) - Framing Plan & Jetty Elevations.dwg
NOTE: RIGID HANDRAIL TO TOP OF WALL
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT COMPLY WITH NOOSA RL 1.00 AHD
EXCEED THE PILE DEPTH IN THE NATURAL GROUND. COUNCIL REGULATIONS
DO NOT FIX JETTY TO
REVETMENT WALL
NOTES: RECORD FLOOD LEVEL
1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE DURABILITY RL 2.0 AHD
CLASS 1 OF APPROVED SPECIES AND HAVE STRESS GRADE OF F14.
2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY DECK RL 1.2 AHD
WITH THE ENVIRONMENTAL PROTECTION AGENCY'S OPERATIONAL
POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL MAXIMUM WATER
WORKS". RL 0.6 AHD
CP
TP
CP
CP
3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL BE EXISTING
TP
TP
APPROVED MARINE GRADE S16. ALL OTHER STEEL WORK, REVETMENT
TP
INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS SHALL BE HOT
SEABED SEABED WALL
DIP GALVANIZED OR STAINLESS STEEL.
STONE PITCHING
TYP.
3000
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR
RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS STEEL BAND.
TYP.
3000
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE
DRAWINGS.
6. ALL LEVELS SHOWN ARE APPROXIMATE ONLY.
ALL LEVELS SHALL BE CONFIRMED ON SITE BY THE BUILDER PRIOR
TO CONSTRUCTION WORKS.
7. TIDAL LEVELS REFERENCE MARITIME SAFTY QLD. PUBLISHED TIDE
DATA. FLOOD LEVEL RECORD FROM BOM DATA.
JETTY FINGER END ELEVATION JETTY SIDE ELEVATION
Printed: 23 February 2020, 8:42 AM
1:100 1:100
CONSTRUCTION ISSUE
Site Address, Lot & RP: © Black & More Client Project Drawing Title
8 THE ANCHORAGE, NOOSAVILLE This document is and shall remain
Black & More
ABN 19 609 960 232
A & J MINTO JETTY RENOVATION
LOT 772 ON 910419 the property of Black & More. Address
8 THE ANCHORAGE, NOOSAVILLE EXISTING PLAN, JETTY FRAMING PLAN
Revisions
This document may only be used 7 / 28 Sunshine Beach Road,
for the purposes for which it was
commissioned and in accordance
Noosa Heads QLD. 4567
PO Box 611, Noosa Heads QLD. 4567 Drawn Drawing Approved Date
AND JETTY ELEVATIONS
with the Terms of Engagement for
Telephone (07) 5447 4444
ST Check FM
the commission. Unauthorised use Drawing Size Scale (A3 size) Drg No Revision
P1 PRELIMINARY ISSUE RPEQ 19951
No. Description Reviewed Approved Date
of this document in any form
whatsoever is prohibited.
Email
Internet
[email protected]
www.blackm.com
Designed
FM
Design
Check DS Drawing is not to be used for construction unless approved A3 NOT TO SCALE 7609A - S005 C1
External References: B&M-JETTY-TITLE-A3_e.dwg
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