Plans - 44 Noosa Pde Noosa Heads · OPW19/0227

Page 2

 

 

8000

 

3000

A

TOP OF PILE RL +360 AHD wz

4

TOP OF SESPENDED SLAB RL +2.60 AHO Zz

5.0m x 3.0m CONCRETE DECK PONTOON

TOP OF CONCRETE LANDING RL +120 AHD

HAT _ RL +116 AHO >=

—MHWS. RL +066 AHD

 

na PILE CAP

F- 400 PVC
CONCRETE
PILES

 

 

          

 

AHO Ri 00

Wy WATERLINE

 

=

  

 

MLWS RL -076 AHD Zz

LAT. RL-112 AND UL

eee ts ee

 

 

C36

 

3500mm MINIMUM EMBEDMENT

r>—— TO NATURAL GROUND

PONTOON DESIGN

ELEVATION - SCALE 1:60

755m x 135m FIXED
ALUMINIUM GANGWAY
{LENGTH TO BE CONFIRMED)

4 Sm x 135m HINGED
ALUMINIUM GANGWAY

(®

BOUNDARY

 

 

 

 

 

 

 

  

CONCRETE SUSPENDED SLAB BY OTHERS.

CONCRETE LANDING BY OTHERS.

 

9295

+ 7495

755m x 135m FIXED ALUMINIUM GANGWAY
(DISTANCE IS FROM CENTRE TO CENTRE OF HINGE)
{LENGTH TO BE CONFIRMED ON SITE}

4-— 1360

    

on —t

UPPER CONCRETE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SUSPENDED SLAB
BY OTHERS
ia i eco)
LOWER CONCRETE LANDING BY OTHERS BOUNDARY —+
ROCK BATTER PONTOON DESIGN
SECTION A-~A - SCALE 1:60
coreneaer Grae anon Pontoons - PONTOON & MARINE CONSTRUCTION by [REV] DATE | REVISION DESCRIPTION PROxCT PROPOSED PONTOON & GANGWAY RAO Ne y i
pon on eciren  ¢ AQUA PONTOONS = EATEN — AP7354-02 4 i
COPIED, REPRODUCED, STORED,
CORPUNACATED B ANY WAY WITHOUT www.aquapontoons.com.au —- Fave
PRIOR WRITTEN PERMISSION OF AQUA ADORESS 4,4, NOOSA PARADE MARK WICHLINSKI
sia Ta YL Aqua Pontoons 1300 207 848 NOOSA HEADS 03/06/2019 | 0 [repo wos

 

 

 

 

 

 

 

 

Page 3

 

“RING FIXED TO Smm CHECKER
OR FLAT PLATE WiTH
6 x M12 x 40 S/S HEX HEAD BOLTS.

      

RADIUS OF 300mm
TO CORNER

1016 x 50.8 x 7.9 PFE
EXTERNAL FRAME

50 x SO x 3 SHS.
SUPPORT BRACE

 

 

 

Cn x 50 x 6 ANGLE

PILE BRACKET DETAILS
PLAN VIEW - SCALE 1:20

   

5 x M20 S/S BOLTS
INTO AQUA ALUMINIUM
PONTOON FRAME

     

FOR PILE SIZE
REFER TO
SITE PLAN

  
   

| Akane}

   

101.6 x 50.8 x 79 PFC
ROLLED TO 6645mm 0.0

65 x 68mm LONG HOPE ROLLER
HELD WITH $16 STAINLESS PIN
INTO CAST ALUMINIUM HOLDERS
THAT ARE WELDED INTO PFC

 

000

M16x300 GRADE 4 8 BOLTS @ 430mm CENTRES.
TO FRAME THEN WELDED TD REINFORCING

150mm WIDE x 200mm HIGH
p STRENGTHENING BEAM

 

 

PILE RING DETAILS
PLAN VIEW - SCALE 1:20

CAST ALUMINIUM ROLLER
HOLDER BRACKET

 

     

965 x 68mm LONG
HOPE ROLLER

O16 STAINLESS
STEEL PI

1016 x 508 x 79 PFC

PILE ROLLER DETAILS

ELEVATION ~ SCALE 1:5

3000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

50x50x3 SHS ALUMINIUM JOISTS @ 430 CENTRES

FOR FIXING TIMBER DECKING

 

PLAN VIEW ~ SCALE 1:30

PONTOON CONSTRUCTION DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AP7354-03 7 i ,

 

 

 

 

WWw.aquapontoons.com.au

WENT LEON & CATHERINE VICKERS

 

 

 

 

 

 

 

 

5000 x
PILE BRACKET DETAILS ‘AQUA PONTOONS 40mPa x 80mm THICK 50x50x3 SHS ALUMINIUM JOISTS @ 430 CENTRES
ELEVATION VIEW SCALE 1:15 ALUMINIUM FRAME J. CONCRETE DECK [ ror FIXING TIMBER DECKING
oth = — E
BOLT’ een 2 x N16 FULL LENGTH Tt -
M16x300 GRADE 4.B BOLTS x 4 7
AQUA PONTOONS |

@ 430mm CENTRES TO FRAME OF BEAM WITH : Z

THEN WELDED TO REINFORCING [ concaere er R10 LIGS @ 300CRS AUSINUAERAME | napus tonoT OH FORE
it E ia OF PONTOON ALL ROUND
s = 7 eS

Cae82 REINFORCING FABRIC U
50mm MIN. TOP COVER
SECTION B-B - SCALE 1:30
2
2 2840
RADIUS TO BOTTOM EDGE SL CLASS POLYSTYRENE WRAPPED
OF PONTOON ALL ROUND [ 1.5mm HOPE DAM LINER )
PONTOON CON: Ti TALS
SECTION A-A = SCALE 1:20
evant Oro Aaa PoNTOON- PONTOON & MARINE CONSTRUCTION by [REV] O47E [REVISION DESCRIPTION PROC PROPOSED PONTOON & GANGWAY iene

AQUA CONSTRUCTION PTY LTD. AQUA PONTOONS onc mE PONTOON & PILE BRACKET DETAILS

COMMUNICA TED IN ANY WAY WITHOUT DATE: REVISION:
PERMISSION [PAPER SIZE] SCALE DRAWN BY AooRess ,, NOOSA PARADE MARK WICHLINSKI
einen. | Aqua Pontoons 1300 207 848 A3_[asswown}oxe | 1OF 1 NOOSA HEADS 03/06/2019 | 0 [Rren ‘eas

 

 

 

Page 4

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
     

 

 

          

 

 

 

 

__. END BAYS 75X60X2 5mm HAWORAK SUPPORT TABLE
APPROX. 1850 TOP CHORD 1200 < . GANGWAY LENGTH | HANORAK SUPPORTS NEEDED
S254h \_ frareeox Ff 50X50X3 SHS POSTS & LACINGS -
@ UP TO 10m NONE REQURED
i tom 1 x2 on 10.4 - 125m 1 ~ HANORAM. SUPPORT REQUIRED
= 2 a ease URE 126m - 15.00 2 = HANDRAIL SUPPORT REQUIRED
{ | SEE TABLE 1S.ta - 175m 3 = HANORAIL SUPPORT REQURED
> a ee = i =< an ia Sa =U i 1.6m - 20.00 4 - HANDRAIL SUPPORT REQUIRED
| HINGED END - SEE CONNECTION BRACKET DETAILS Oo" z NOTE : GANGWAY SUPPORTS ARE TO BE EVENLY
; — 4500 1352 ‘SPACED OVER THE DISTANCE OF THE GANGWAY.
GANGWAY GANGWAY
SIDE ELEVATION ~ SCALE 1:50 END ELEVATION ~ SCALE 1:50 ~ 75X60X2.Smm
[ TOP CHORD
50X50X3 SHS CROSS MEMBERS soit AEtibL GadiNay vay Loom
Hi T ~
135 x 22 TIMBER DECKING @ 1000mm MAXIMUM CENTRES 101X76X2.3 RHS BOTTOM Sint ier ee

DRAWN AS IT 1S DETERMINED BY HOW

MANY BAYS ARE NEEDED FOR THE [7 50X50x3 SHS

‘ACTUAL OVERALL LENT DIAGONAL LACINGS

DETAM 1
SCALE 1:5
50X50X3 SHS LONGITUDINAL MEMBERS 32X20X3 PFC TO PERIMETER INSIDE FRAME
@ 500mm MAXIMUM CENTRES Py
75X60X2.5mm
|ANGWAY BASt LEADING IN
TOP PLAN ~ SCALE 1:50 TSP CHORD 50X50X3 SHS —-| 32X20X3 PFC TO INSIDE OF FRAME
1 F CKIN DIAGONAL LACINGS
135 x 22 TIMBER DECKING 6 5 * x 22 THREE DECK
i a

101X76X2.3 RHS

 

 

   

 

 

 

   
  

 

 

 

 

 

 

1352 x BOTTOM CHORD —~}
+ + 1252— cox | +5
950X4mm ALUMINIUM CHS, HDPE ROLLER WITH
[7 100X12 ALUMINIUM PLATE WITH BUSHES TO SUIT | een fae 016 S/STEEL PN—~ DETAH, 2. ~30X50X3 SHS
ar BOTEDM DETAN 2 Cease MEMBERS

re HOLE FOR g a SCALE 1:5

2 FIXING BRACKET are = DETAIL 3 scates:5
105 551 y 551 st

CONNECTION BRACKET TO MOORING BLOCK

FRONT ELEVATION - SCALE 1; 10 @50X4mm ALUMINIUM CHS. _

WITH NYLON BUSHES 10 SUIT

oe . MOORING Q)) <——>
f 1530 ] BLOCK GANGWAY
|

100X12 FLAT BAR

     

 

 

50X4mm ALUMINIUM CHS WITH BUSHES TO SUIT

 

Lj it

 

 

 

   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

100X6mm FLAT BAR
L XN 2 M6 S/STEEL WELDED TO GANGWAY
7 z ANCHOR BOLTS 1mm SUPPORT GUSSET — 1 :
100X6mm FLAT BAR '
WELDED TO GANGWAY a CONNECTION BRACKETS
FRONT ELEVATION - SCALE 1:10 SIE ELEVATION - SCALE 1:3 HINGED GA NGWA Y
corres Drow sav rowToons- PONTOON & MARINE CONSTRUCTION by [REV] ATE | REVISION DESCRIPTION PRoxCT PROPOSED PONTOON & GANGWAY AP 135 ara }
time io ic AQUA PONTOONS ons. nite HINGED GANGWAY & BRACKET DETAILS AP7354-04 /
coon ac wi ew-equapontiens.comay "APER SIDE SCALE somes GaNOOSA PARADE peake Rar ee" WARK WICHLINSK!
PRIOR WRITTEN PERMISSION DF AQUA
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 a3 Te snowy |oxe, | 10F 1 NOOSA HEADS 03/06/2019 | 0 [Reem mas

 

 

 

 

 

 

 

 

Page 5

 

ps

END BAYS

—4 — 15X60X2 5mm
APPROX 1850

1200

 

104

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

50X50X3 SHS LONGITUDINAL MEMBERS.
@ 500mm MAXIMUM CENTRES.

GANGWAY BASE
TOP PLAN ~ SCALE 1:50

 

 

ee

1382
1252 15!
950X4mm ALUMINIUM CHS. |
WITH BUSHES TO SuIT

©

f= 100X172 ALUMINIUM PLATE

 

4

 

 

ee 018 HOLE FOR 3
° FIXING BRACKET ° are

#1004

 

#15,

|

:
+ 551 + 551 .

4125-1
CONNECTION BRACKET TO MOORING BLOCK

FRONT ELEVATION - SCALE 1: 10

1652
1530 x
50X4mm ALUMINIUM CHS WITH BUSHES TO SUIT 4

 

L

 

 

£

 

 

#1004

100X6mm FLAT BAR
WELDED TO GANGWAY

CONNECTION BRACKET TO GANGWAY

FRONT ELEVATION - SCALE 1:10

 

   

32X20X3 PFC TO PERIMETER INSIDE FRAME

TOP CHORD
5254 APPROX 50XS0X3 SHS POSTS & LACINGS
s A Fr areno« 7] .
M— 101 x76 x 2.3mm
cy HANDRAIL SUPPORT
2 iF REQUIRED
SEE TABLE
———— =e == = = = = = 7 G ds
HINGED END - SEE CONNECTION BRACKET DETAILS HINGED END - SEE CONNECTION BRACKET DETAILS 2 :
= 1550 CENTRE TO CENTRE OF HINGES (LENGTH TO BE CONFIRMED ON SITE) 1352
GANGWAY GANGWAY
SIDE ELEVATION - SCALE 1:50 ENO ELEVATION - SCALE 1:50
50X50X3 SHS CROSS MEMBERS
E TT! WOTE: ACTUAL GANGWAY MAY LOOK
135 x 22 TIMBER DECKING @ 1000mm MAXIMUM CENTRES 101X76X2.3 RHS BOTTOM CI Sat are
DRAWN AS IT IS DETERMINED BY HOW
MANY BAYS ARE NEEDED FOR THE

ACTUAL OVERALL LENGTH

 

50XS0X3 SHS —+4

DIAGONAL LACINGS

101X76X2 3 RHS.

BOTTOM CHORD —+}

50X4mm ALUMINIUM CHS

Fi
WOXIFLAT BAR WITH NYLON BUSHES TO SUIT

woorns =| (GQ
BLOCK

SSS

16 STAINLESS STEEL Pil

} 100X6mm FLAT BAR
WELDED TO GANGWAY
10mm SUPPORT GUSSET

M16 S/STEEL
ANCHOR BOLTS

CONNECTION BRACKETS

‘SIDE ELEVATION - SCALE 1:3

 

 

 

 

 

 

 

HANORAI SUPPORT TABLE

GANGWAY LENGTH | HANDRAIL SUPPORTS NEEDED

UP 10 tom NONE REQUIRED

10.tem - 12.50 1 - HANDRAIL SUPPORT REQUIRED
12.6m - 15.0m 2 - HANORAL SUPPORT REQUIRED
15. tm - 17.5m J - HANDRAK SUPPORT REQUIRED
17.600 ~ 20.0 4 - HANORAIL SUPPORT REQUIRED

 

 

NOTE : GANGWAY SUPPORTS ARE TO BE EVENLY
SPACED OVER THE DISTANCE OF THE GANGWAY.

 

 

~ 75X60X2.5mm
TOP CHORD

 

 

 

 

fo 50X50X3 SHS
DIAGONAL LACINGS

YN

TAM 1
SCALE 1:5

32X20X3 PFC TO INSIDE OF FRAME

 

 

 

(” x 22 TIMBER DECKING
t

 

 

 

SCALE 1:5

Loses SHS

Tal CROSS MEMBERS

GANGWAY

FIXED GANGWA Y

 

 

Forrmases Cron aava PowToons - PONTOON & MARINE CONSTRUCTION by [REV] OATE | REVISION DESCRIPTION proKCT PROPOSED PONTOON & GANGWAY DeAVOR NY: 6
situa Fan De renee AQUA PONTOONS ong nme FIXED GANGWAY & BRACKET DETAILS AP7354-05 4] i
‘COPIED, REPRODUCED, STORED, OR aenT LEON & CATHERINE VICKERS
COMMBATED bt Ait WAY CioerT wWw.aquapontoons.com.au DATE: REVISION

PAPER SIZE| SCALE [oRAWN BY ADORESS 4,4, NOOSA PARADE MARK WICHLINSKI
on DETRTONPN UD Aqua Pontoons 1300 207 848 A3__ | AS SHOWN | OKE. | 10F 1 NOOSA HEADS 03/06/2019 | 0 lrewm mes

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

Version 3 - March 2013

Form 15—Compliance Certificate for building Design or Specification

 

NOTE

1, Property description

This section need only be completed if
details of street address and property
description are applicable.

EG. In the case of (standard/generic)
pool design/shell manufacture and/or
patio and carport systems this section
may not be applicable.

The description must identify all land the
subject of the application.

The lot & plan details (eg. SP / RP) are
shown on title documents or a rates notice.
f the plan is not registered by title, provide
Brevious lot and pian details.

2. Description of componentis certified

Clearly describe the extent of work covered by
this certificate, e.g. all structural aspects of the
steel roof beams,

This is to be used for the purposes of section 10 of the Building Act 1975 andlor 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.

Street address fnclude no,, street, suburb / locality & postcode)
44 NOOSA PARADE
NOOSA HEADS

Q Postcode |
Lot & plan details (attach list if necessary)

LOT 2) ON CPN?iB4e

In which local government area is the land situated?

 

 

 

EXISTING RESIDENCE
‘ NEW PONTOON AND GANGWAY

 

WITH PILES

 

 

 

 

3. Basis of certification

Detail the basis for giving the certificate and the
extent to which tests, specifications, rules,
standards, codes of practice and other
Publications, were relied upon.

 

STRUCTURAL ENGINEERING
DESIGN DETAILS AND SPECIFICATIONS
AS PER STZUCTURAL DRAWINGS OF BEPORT

 

NOTED IN ITEM 4

 

 

 

4, Reference documentation
Clearly identify any relevant documentation,
€.g. numbered structural engineering plans.

 

STRUCTURAL ENGINEERING

 

__DESIGN DRAWINGS NUMBERED :
AP 1854— SHEETS Of To O85

 

 

 

 

 

 

 

 

|
|

LOCAL GOVERNMENT USE ONLY
T

Date resolved

_

Reference Mumberis

 

The Building Act 1975 is administered by the
Department of Housing and Public Works

 
 
 
 
  

a Queensland
* Government

 

Page 7

 

 

5. Building certifier reference number

Building certifier reference number

 

 

 

 

6. Competent person details

A competent person for building work, means a
person who is assessed by the building certifier
for the work as competent to practise in an
aspect of the building and specification design,
of the building work because of the individual's
skill, experience and qualifications in the
aspect. The competent person must also be
registered or licensed under a law applying in
the State to practice the aspect.

If no relevant law requires the individual to be
licensed or registered to be able to give the
help, the certifier must assess the individual as
having appropriate experience, qualifications or
skills to be able to give the help.

'f the chief executive issues any guidelines for
assessing a competent person, the building
Certifier must use the guidelines when
assessing the person.

Name (in fulh

 

MARK WICHLINSEI ]

Company name (if applicable) Contact person

K WICHL tT
LEON SuNiGe SeSicees pry up | [Mark WICHLINS a
Phone no. business hours Mobile no. Fax no.

| (ss) 362646 ] [(o4iz) iS oo@ | (35) 382646 |
Email address =

Postal address
P.O. BOX 6297
GOLD COAST MAIL CENTRE

Licence or registration number (if applicable)

fe RPEQ N°? 1643

 

 

Posicode Q9 72.6

 

 

 

 

 

7. Signature of competent person
This certificate must be signed by the individual
assessed by the building certifier as competent.

 

Date

 

Signature .
AQplind dy

 

 

 

 

13. 06. 2019 |

 

 

 

The Building Act 1975 is administered by the
Department of Housing and Public Works