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OPW16-0156 Operational Works Application Revised Plan 2of2 · OPW16/0156
Plans and drawings: the text below has words only, no drawings.
DRAWING SIZE - A2
2 a“
7 a
2 a
WL -° —
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AN
2 “x8
7 a
7 a
7 a
2 a
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\ Lot 45
Z AREA: 1187m?
a\. RP. 839221
Cn, 1 LEESIDE
oh NOOSA WATERS
PROPOSED JETTY
REFER DETAILS FOR
DESIGN ELEMENTS
SITE PLAN
29 3289 ONE M16 S/S
= eg EN > VERTICALLY
2 “7 et Zo. <p
x5.
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gb
ONS
oO XN
Scale 1: 200
/ (P1)
RECESS BEARER &
STRINGERS 25 NOM INTO
PILE.
- : - TYPICAL SECTION
1:20
DECK RL 1.0 AHD
100
29
PILE.
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
Revision | Description Date
A ORIENTATION OF JETTY ALTERED 25.07.16
BI
25
NOTCH
PI
Ms
RECESS BEARER &
STRINGERS 25 NOM INTO
HANDRAIL:
RIGID HANDRAIL TO COMPLY
WITH COUNCIL REGULATIONS
ry
1
TOP OF WALL RL. 1.0 AHD
/ (1)
(Pt)
3000
FRONT ELEVATION
1:100
NOTE:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF
APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCYS’ OPERATIONAL POLICY — "BUILDING
AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE
GRADE S16. ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS,
AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS
LOADING CRITERIA:
JETTY
LIVE LOADS = 2.0kPa
MOORED VESSEL (Max.)
LENGTH = 5.0m
WEIGHT = 1500Kg
BERTHING VELOCITY = 0.5m/sec
JETTY FRAMING SCHEDULE
MARK SIZE/GRADE
(P1) | 2006 H6 TREATED HDWD PIER
Jt 175 x 75 (F17) JOISTS @ 750ctrs
BI | 150 x 75 (F17) BEARER
B2 175 x 75 (F17) BEARER
— All exposed timber to be H6 treated.
u
TO
TO
u
MAXIMUM WATER RL 0.44 AHD )
(Pt) EXISTING
= (P'1) (1) rl REVETMENT
M
Y i stone WALL
|! i! PITCHING
r I g| 1!
iI i! =) I
II 11 S| |! i!
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Hoof is) ay |! u
2 Ws) ay ||
So | mm
>| 8 | I il ul
Il il il
I Vl u
Ul u
u
SIDE ELEVATION
1:100
DO NOT FIX JETTY
TO REVETMENT WALL EXISTING REVETMENT WALL
1500 |
A ve 4 4 NOTE:
: (o) THE HEIGHT OF THE PILES ABOVE
yon N ) NATURAL GROUND SHALL NOT
/ PIERS: EXCEED THE PILE DEPTH IN THE
— | — #200 TREATED | NATURAL GROUND.
TI 7 HW POLES
\ ” poy
S/S - . DECKING:
J ’ 26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.
. : HANDRAIL:
& als RIGID HANDRAIL TO COMPLY
8 (ey ‘sf WITH COUNCIL REGULATIONS
Sa NZ OB fd
I~ ‘ (p.
ey Gyo Cannnt——~__ > Pm1:100 @ A2
Syn
a> s/. {> Issue:
CONSTRUCTION
C 5 FRAMING LAYOUT
1:100
= DEBUILD T/A
(SCG consulting ENGINEERS
, STRUCTURAL eCIVILeGEOTECHNICAL
ABN 40 098 481 899
1/11 PROJECT AVE NOOSAVILLE QLD 4566
Ph (07) 5455 5604 Fax (07) 5455 5696
Title: Jetty Plan and Details.
Project Lot 45 (#1) Leeside Place
Noosa Waters
Rev.
Date: Juli 2016 Drg No. 26206-J1 A
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Page 2
Version 3 – March 2013
Form 15—Compliance Certificate for building Design or Specification
NOTE This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of
the Building Regulation 2006.
RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether
building work complies with the BCA or a provision of the QDC. A building certifier (Class B) can
not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property description Street address (include no., street, suburb / locality & postcode)
This section need only be completed if 1 Leeside Place
details of street address and property
description are applicable. Noosa Waters Postcode 4566
EG. In the case of (standard/generic)
Lot & plan details (attach list if necessary)
pool design/shell manufacture and/or
patio and carport systems this section Lot 45
may not be applicable. In which local government area is the land situated?
The description must identify all land the Noosa Council
subject of the application.
The lot & plan details (eg. SP / RP) are
shown on title documents or a rates notice.
If the plan is not registered by title, provide
previous lot and plan details.
2. Description of component/s
certified Proposed jetty consisting of hardwood timber piles, bearers, joists and decking.
Clearly describe the extent of work covered by
this certificate, e.g. all structural aspects of the
steel roof beams.
Items not certified: Balustrading or Gates
3. Basis of certification
AS 1170.1 Dead and Live Loads and load Combinations
Detail the basis for giving the certificate and
the extent to which tests, specifications, rules, AS 1720 Timber Structures
standards, codes of practice and other AS 2159 Piling – Design and Installation.
publications, were relied upon.
Loading Criteria:
Jetty Live Loads: 2.0kPa
Moored Vessel (Max.) Length: 5.0m, Weight: 1500kg, Berthing Velocity: 0.5m/sec
4. Reference documentation
Clearly identify any relevant documentation,
Drawing numbers:- SCG Consulting Engineers – 26206-J1
e.g. numbered structural engineering plans.
LOCAL GOVERNMENT USE ONLY
Date received Reference Number/s
Page 3
5. Building certifier reference number Building certifier reference number
6. Competent person details Name (in full)
A competent person for building work, means a
person who is assessed by the building certifier Sean Richardson
for the work as competent to practise in an
Company name (if applicable) Contact person
aspect of the building and specification design,
of the building work because of the individual’s SCG Consulting Engineers Sean Richardson
skill, experience and qualifications in the
aspect. The competent person must also be Phone no. business hours Mobile no. Fax no.
registered or licensed under a law applying in 07 5455 5604 07 5455 5696
the State to practice the aspect.
Email address
If no relevant law requires the individual to be
licensed or registered to be able to give the [email protected]
help, the certifier must assess the individual as
having appropriate experience, qualifications or Postal address
skills to be able to give the help. PO Box 1661
If the chief executive issues any guidelines for Noosa Heads Postcode 4567
assessing a competent person, the building
certifier must use the guidelines when Licence or registration number (if applicable)
assessing the person.
RPEQ 5835
7. Signature of competent person Signature Date
This certificate must be signed by the individual 13/07/2016
assessed by the building certifier as competent.
Used in these records
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