Plans - 49 Mossman Court Noosa Heads · OPW18/0125

Page 2

 

 

 

15000 QUAYLINE

300

 

 

 

    
    

 

 

 

 

 

 

 

 

 

 

ELEVATION - SCALE 1:60

3000 + 12000
TOP OF PILE Rl_+34 AHD.
— A. PILE CAP
/>— 2 X 315 PVC CONCRETE PILES 13.0m x 1.35m
WITH 6400 HDPE SLEEVES ALUMINIUM GANGWAY
5.0m x 3.0m
FLAT DECK
CONCRETE
HAL AL 2099 AWD so ica
—-MHWS, RL 2957 AHO o
AD: RL00 9 WATERLINE
WML MS RE 043 AND gg = =,
Lt
Lo
FP) 350mm MINIMUM EMBEDMENT
te—— TO NATURAL GROUND

EXISTING CONCRETE
ABUTMENT BLOCK

—_

 

 

 

 

 

 

 

 

 

 

corms G)aen sa0h PowToons - PONTOON & MARINE CONSTRUCTION by [REV] DATE _| REVISION DESCRIPTION PACT PROPOSED PONTOON & GANGWAY crane .
hort On THs DOCUMENT HAY BE AQUA PONTOONS oe. Te ELEVATION AP3523-02 Hy
COPIED, REPRODUCED, STORED, OR CUERT
, www.aquapontoons.com.au BERNARD MCMENAMIN : SION
concn waa wv quap iter a00eess. 1,9 MOSSMAN COURT o3/ ree MARK WICRLINSKI
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 AB NOOSA HEADS 23/03/2018 | 0 |repa: 1u3

 

 

 

 

 

 

 

 

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

101

 

 

 

 

4

3mm ALUMINIUM PLATE DECK
COVERED WITH MARINE GRADE CARPET

 

      

50X50X3 SHS CROSS MEMBERS
@ 400mm MAXIMUM CENTRES

101X76X2.3 RHS BOTTOM CHORD

 

 

 

END BAYS HANDRAIL SUPPORT TABLE
APPROX. 1850 | GANGWAY LENGTH | HANDRAIL SUPPORTS NEEDED
5254 fo wpPtox 75X60X2.5mm TOP ein, WP TO 10m NONE REQUIRED

q if wixtéx 23mm [ttm = 125m 1 HANDRAIL SUPPORT REQUIRED
L ‘cy HANDRAIL SUPPORT | 126m - 5.0m 2 - HANDRAIL SUPPORT REQUIRED
° %, = oe 15.1m — 175m 3 - HANDRAIL SUPPORT REQUIRED
LZ cee eee meee wt - oF ee il 17.6m - 20.0m 4 - HANDRAIL SUPPORT REQUIRED

[ HINGED END - SEE CONNECTION BRACKET DETAILS 50X50X3 SHS POSTS & LACINGS Oo Z | NOTE : GANGWAY SUPPORTS ARE TO BE EVENLY

13000 13524 SPACED OVER THE DISTANCE OF THE GANGWA Y.

GANGWAY GANGWAY
SIDE ELEVATION - SCALE 1:50 END ELEVATION - SCALE 1:50 75X60X2.5mm
TOP CHORD

 

 

 

 

NOTE: ACTUAL GANGWAY HAY LOOK

—

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

      

       

 

 

SLIGHTLY DIFFERENT TO WHAT 1S 50X50X3 SHS
on DRAWN AS IT IS DETERMINED BY HOW DIAGONAL
88 MANY BAYS ARE NEEDED FOR THE LACINGS
ACTUAL OVERALL LENGTH.
1 DETAIL 1
SCALE 1:5
GANGWAY BAS! 75X60X2Smm
TOP iN - SCALE 1:50
ma 3mm ALUMINIUM PLATE aad ane tan
DECK COVERED WITH Reem
/__| marie GRADE CARPET 50X50X3 SHS
DIAGONAL LACINGS ian CARPET
S0X25X3 ALUMINIUM RHS
_END MEMBER 101X76X2.3 RHS
1352 EI BOTTOM CHORD —
60+ 1252 ‘ie fe} 50XS0X3 SHS
@50X4mm ALUMINIUM CHS [ so 1e7eX23 RUS HOPE ROLLER WITH TROSS MEMBERS
ee ALUMINIUM PLATE WITH BUSHES TO SUIT ear oH CHORD: 16 S/STEEL PIN” TAN
°F
18 HOLE FOR $ SCALE 1:5
| a: BRACKET fo = DETAM 3 scaet:s
Cg noone _¢___atio 25
Ol Ti BRACKET Tt ORI K
@50Xémm ALUMINIUM CHS
FRONT ELEVATION ~ SCALE 1: 10 MOXIE ALAT.BAR WiTH NYLON BUSHES TO SUIT
MOORING ——_ (,)
1352 BLOCK GANGWAY
£ 1234, +> oe 016 STAINLESS STEEL Pi
| 50X4mm ALUMINIUM CHS WITH BUSHES TO SUIT | OO sD0KGenck FLAT BAR
I X me ~~ ~~ we svsteet f WELDED TO GANGWAY
4 5 ANCHOR BOLTS. 10mm SUPPORT GUSSET :
100X6mm FLAT BAR
WELDED TO GANGWAY CONNECTION BRACKETS
FRONT ELEVATION - SCALE 1:10 SIDE ELEVATION - SCALE 1:3
corvnsciet © 20% ADvA PONTOON -| PONTOON & MARINE CONSTRUCTION by [REV] OATE__ | REVISION DESCRIPTION proxcr PROPOSED PONTOON & GANGWAY ae 4 - ¥
AQUA CONSTRUCTION PTY LO. AQUA PONTOONS ora TmE GANGWAY & GANGWAY BRACKET DETAILS _JAP3523-03 \
ome, RERODIRE STORED, onfoons:comiat aie BERNARD MCMENAMIN os oo
PaO VETEM PERRIN OF DOK ewe sueh RAPER SHEET SCAU aooress 1,9 MOSSMAN COURT 73/03/2018 | (| MARK WICHLINSK!
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 A3 lis SHOWN | DKE. 10F 1 NOOSA HEADS REPQ: 1663

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

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

     

RADIUS OF 300mm
TO CORNER

101.6 x 50.8 x 7.9 PFC
EXTERNAL FRAME

50 x 50 x 3 SHS
SUPPORT BRACE.

 

 

 

Lino x 50 x 6 ANGLE

PILE BRACKET DETAILS
PLAN VIEW ~ SCALE 1:20

5 x M20 S/S BOLTS y 750
INTO AQUA ALUMINIUM 4
PONTOON FRAME

 

1

             

CONCRETE DECK sam

    
  

FOR PILE SIZE
fF REFER TO
SITE PLAN

   

FLOATATION |

   

 

PILE BRACKET DETA
ELEVATION VIEW - SCALE 1:15

101.6 x 50.8 x 7.9 PFC

ROELED TO €6Homav0.0- CAST ALUMINIUM ROLLER

HOLDER BRACKET

      

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

965 x 68mm LONG
HOPE ROLLER

 

 

5000

 

 

3000

 

" Py

- | 150

 

 

@ 500mm CENTRES TO FRAME
at THEN WELDED TO REINFORCING

vomeee —— 150mm WIDE x 200mm HIGH
PERIMETER STRENGTHENING BEAM

” SL82 REINFORCEMENT
FABRIC 50mm COVER

 

 

[E + ; i —1
16x300 GRADE 4 8 BOLTS j

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

'
rM16x300 GRADE 4.8 BOLTS
AQUA PONTDONS @ 500mm CENTRES TO FRAME
ALUMINIUM FRAME
e

 

PLAN VIEW - SCALE 1:60

2 N16 FULL LENGTH
OF BEAM WITH
R10 [email protected] WELDED TO REINFORCING

3000 1

[ concere DECK

 

 

ry

 

 

 

 

4
Cere2 REINFORCING FABRIC.
50mm MIN. TOP COVER

 

RADIUS TO BOTTOM EDGE
OF PONTOON ALL ROUND

 

2840

 

| J

 

Lig CLASS POLYSTYRENE WRAPPED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

eee Taeress: IN 1.5mm HDPE DAM LINER.
1016 x $08 x 79 PFC

P TAILS PILE ROLLER DETAILS eee eee

PLAN VIEW - SCALE 1:20 ELEVATION ~ SCALE 1:5 r
[eoevmcart Gaz aaa PowToous - PONTOON & MARINE CONSTRUCTION by [REV} DATE | REVISION DESCRIPTION proxcT PROPOSED PONTOON & GANGWAY penene 5

AQUA CONSTRUCTION PTY LI. AQUA PONTOONS ona. rm PONTOON & PILE BRACKET DETAILS AP3523-04 UW"

NOTHING FROM THIS DOCUMENT MAY BE }
scare wa maw a wwe eauapotoons cous! joes PO MOSSMAN COURT Ray MARK WICHLINSKI
me emererrt®. | Aqua Pontoons 1300 207 848 NOOSA HEADS 23/03/2018 | 0 |acea: 143

 

 

 

 

 

Page 5

Department of Housing and Public Works

 

Queensland

Government Form 15—Compliance certificate
for building design or
specification Version 4 = July 2017

 

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 8) can only give a compliance certificate about whether building work
complies with the BCA or a provision of the Queensland Development Code (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/ocality and postcode)

This section need only be

completed if detalls of street 44. MOSSMAN COURT se

address and property description ostcode

are applicable. N ) oO SA H EADS

Eg. in the case of Lot and plan details (attach list if necessary)

(standard/generic) pool design/shell [ |
manufacture and/or patio and -

carport systems this section may In which local government area is the land situated?

not be applicable. [

 

The description must identify alt
land the subject of the appticatiory.
The lot and plan details (e.g.
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
Clearly describe the extent of work
covered by this certificate, e.g. all
structural aspects of the steel roof
beams.

 

 

3. Basis of certification

Detail the basis for giving the -
cartificate and the extent to which
tests, specifications, rules,

standards, codes of practice and other
publications, were relled upon.

 

 

 

4.Reference documentation
Clearly identify any relevant

documentation, e.g. numbered gS civ LL N G6 N RIN G

structural engineering plans. i N S ;
5

 

 

 

LOCAL GOVERNMENT USE ONLY
Date received Reference Number/s

Page 6

 

5. Building certifier reference
number

Building certifier reference number

 

rn

 

6.Competent person details
A competent person for building work,
means a person who Is as: id by

Name (in full)

[ MARK WICHLINSK|

|

 

the building certifier for the work as
competent to practice in an aspect of
the building and specification design,
of the building work because of the
individual's skill, expertence 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 ta give the help, the certifier
must assess the Individual as having
appropriate experience, qualifications
or skills to be able to give the help.

if the chief executive issues any

guldelines for assessing a competent

person, the building certifier must use

the guidelines when assessing the

person.

7. Signature of competent
person

This certificate must be signed by the

individual assessed by the building

certifier as competent.

 

Compan name if applicable Contact person
OEE Ne PhoNzees ery imp | LMARK WICHLINSK)

Phone no. (business hours) Mobile no.

‘| [o4i2_ 5 002 | |

155 362646

Email address

[ markwichlin @ qmail, com

Postal address

Fax no.

 

P.O. BOX 6247

 

 

GOLD COAST MAIL CENTRE

Postcode 47] eo

 

 

Licence or registration number (if applicable)

 

| RPEQ N° 1643

Signature |

Date

 

 

LA idltZe

J |

27. 03. 18

|

 

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