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OPW16-0156 Operational Works Application Revised Plan 2of2 · OPW16/0156

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DRAWING SIZE - A2

2 a“
7 a
2 a
WL -° —
Oe <
AN
2 “x8
7 a
7 a
7 a
2 a
\
\
\
\
\
\ 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.
\.
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!
Hey ato} oa Bl i!
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

 

 

 

 
Full text of the other 2 pages

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.

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