Approved Plans

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B42 AXD

 

 

 

 

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20:38 AMP.

 

 

 

 

 
   

169 Firt Avenue
Bridie lland
Qid 4507

 

   
  

WALKMAY MeLYTING BRACKET
F/KED Te APPROPRIATE
SIZED T1mBER BEARER
ONY FACE OF PREPOSED

STAIRS

co cares

 

L: $2 AWD

Client : J Alizzi
Site address : 10 Noosa Parade,

 

}

NEN THUNGER DECK.

EXISTING CANCRESE

Noosa Heads.
| Drawing No :NP-404/1

| SUNSHINE COAST REGION
APPROVY!

 
 

lOpw 120287 23 NOV 2012

BRIBIE PONTOONS - VASARD MARINE Pty Lrp

 

 

Phone: 07 - 34083822
Fas: 07 - 34084000
Ennsil: [email protected]

AL COUNCIL

 

 

 

Date 27/06/2012

 

 

 

Noosa Inlet Bank Profile

 

 

 

Page 3

 

a

Max Length 8000 / Min Length 5000

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

6-0

' #000_maximum

 

 

  
   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| a "
F41 . mesh with outer F
: = sae tae Ste ok Wore Coos 1.1000 Vertical Struts at max 2000 ers £00
‘and Mooring Cleats. Extra Anchor | | T |
8 | _—— Plates and other pase are to be
‘ 200 x 100 x 3 PI with 2/MIZ ¥ Provided es shewny ot mae c
z ea meinen boo Ge por craiwith glvonised tiawye, ‘
¢ Mm A WO “ty
~ ag | 150 x 40 x 3 Fl at 400 crs t Pe
x x crs to
3 Q tie RHS to Floor Slab. Plate is
‘ < ae 4 SUNSHINE COAG‘ ‘cl is
= O Wakway Anchors DETAL 2 c . \ Pe UNCIL | 7
§ . * APPRC | DETAL 1
ye | 8A |
= a stat 2 700 x 10 Paate (160 iong) fi ; OPW 120287 2.5 NOV 2012 1000 Winimum Deck Width
: bed ee x ee no ie om cio.) cia A mm Hwa Bae OL 1200 Moxirnum Deck Width
. METRE PONTOON . wi s for in mm Aluminium
Cable Anchor 5_METRE PONTOON, 80 x 6 A (20 kena) Bolts thraugh 80 x 50 pee ? Oy sie pn 82'S FOES
each side ( CABLE TYPE ) MI2 Dynabott to RHS Perimet, x 60 x
5-0 ww? TT
ee Max. Length 4000 / Mn. Length 7000 QO vas yy f | 50 x SOx 20 Ss
i) e oO + + Ey 80 j 8 SO x 6 Stiffener
g — & 1 OF / 70 | Ke 1 |_ to each SHS Post |
/ 2/100 x 0 t 50 x 50 x 20 RHS Cross Gusset, e: 100 x 52 x 25 RHS
c 200 x 00 x 3 Pi with 2/M12 Plates Ae Beams at max 600 crs ‘T30 0 x OPI ae
2 balts at maximum 1500 crs ( ni OQ 4 1 dio. shaft through
Fi to be 50 x 6 Pi (200 2/00 x OP
e| M out under welded to 00 x 50 > Plates for 6 da pn 2/100 x j—~
Qs Ange Bracket / \
> > 7 mm Hwd Marine Ply or 50 x 50 x 2 RHS Cross +
8 Pasi DETAL 2 ~ FIXED WALKWAY CONNECTION TO PONTOON DETAL 1 oe-D&TAL-2 — WALKWAY FIXED CONNECTION 2 mm Auminium Sheeting Beans at max 600 crs
z
FOR CONNECTION TO SHORE GR-70-RONTOGN-
§ SECTION C — C THROUGH WALKWAY
= H BO x 5O RHS Edge Bean
g f PLE 10 x D Pates, XY, i
E + — s 180 x 40 x 3 Plspoced —-F41 gatvonised mesh centrally
a BO x 6 PI (120 long) oS , at 400 crs, to tie RHS ploced in 75 mm skb, -
Mere tN / 8 Pecans: Gerais sas g am tein
14 METRE PONTOON : O \ Brent ehi oat Sok: © 2 oye 2 men Absriniumn Sheeting
PLE AND STRUT TYPE . a tst -
( ) 100 x 50 x 6 A ov 80 x 50 x 30 PHS eal Th
long), wil ’ x 3, .
150 x 40 x 3 Plat 400 crs to F41 gatv. mesh placed with ouler wire outside al (200 treed Bo Mo “an a * Pontocn Fioat Depth \ {
tie RHS to Floor Slab. Pirate is Wakway, Cable and Mooring Cleats. Extra Anchor RHS Perimeter Beam - FQ (Min 540 mm, Mox. z
2 ee RHS with 5 mm Helis oe ote mee be Fevced as & ts (ex 100 x D Prate) eo 700 rm). th may 80 a *
i wn at max. crs, with gatvoni: re. Gusset it s Sheath
em a with double gussets to Wakway (gona § So Treat heat of te 70 \ |
NOTE eeted \o remes 4, moored vessel ‘
: with mn. mm
1 For Pontoons over 10 mezres nn length, depth of PLAN VIEW W: Y CONNECTION TO PONTOON Bee Sere ot ove
copereta fino sap (a to be! ieveceed to 00 Tm. edges
minimum increased to mm. Block
2 For Pontoons over O mesres n length, provide . . ee cigstate ten is Ponteon oat, %® dia shaft “eo Eng 50 x 50 x 2.0 RHS Cross
longitudind stiffening beams in the stob, as 4/Mi2 & 4/MiI6 bolts with nuts : Pontoon, ond Length of Wakway. 80 dia Roler (80 long) Beams at max. cs
detailed on Drawing No. 52425/11/01-01 DESIGN ASSUMPTIONS: - ng 2 nS long)
, - BEA thortDE -
i Marae Sipe ot Vessel o _f@ace SECTONA =A = TAL 2 — WALKWAY ROLLER wee
Leng oo aay é Oo en FO-SHORE-OR-
NOTES ON FIBREGLASS SHEATH — Max. Length of Winched Up Vessel = . AG/J....
_ ( nat to exceed Pontoon Length less 1 metr
* BAaDERE Siac ure Tecra - Ha el ler ed a et JST Fovroot we Wau
max. weight of vess not_ex a TAN and ASSOCIL Ww.
GLASS SHEATH TO PROTECT IT FROM SALT WATER > eave weight of 15 kPa (9 ke (ser) ) gs CONSULTING ENGINEERS art 7 co aan ap cal ae AY DETARS
INGRESS FROM MARINE ;ANSMS. Maximum Design Wind Speed = 41 (Non—C: . *
2 Te st BIAXIAL GLASS SHEATH SHALL BE Design Wind Seed for Conds = 35 in/s (ior Cyo) y Anchors, Salaam eee to) bass ett | PROPOSED NEW PONTOON AND WALKWAY
AN INERT SUBSTANCE IN THE MARNE ENVIRONMENT 3. Live Load en Pontoon and Wokway = 15 kPa iS Wade ee ed mae bem) 2) Hy 70 WOOSA PARADE
AND SHALL BE INSTALLED N STRICT ACCORDANCE 4. Maximum length of the vessel is based on an assumed x For V MARINE
WITH THE MANUFACTURER'S SPEOFICATIONS. Maximum Average Height of 20 % of its length. Ke ‘ors VASARD NOOSA HEADS
LS Per: Datet zaliiley Job No. 52425-95 | Drwg No, az-sz42s-01 €/

 

 

 

Page 4

 

 

   

Minimum Cable
le, not less

 

 

less than 25 ©

Aj

       

$

 

 

 

 

 

 

 

 

 

 

 

 

 

oe

 

 

 

#600 x 500 x 750 deep
Footing, with M6 bolts

 

 

 

 

 

 

 

 

 

 

LAYOUT PLAN

 

 

    
    

 

 

 

 

 

 

 

 

 

 
   
 

 

 

A =

Se

  

 

 

WALKWAY FOOTINGS & GROUND ANCHORS TO BE LOCATED CLEAR OF THE

RETANNG WALL TO ENSURE THAT NO

 

 

 

 

 

 

MPOSED ON THE WALL.

V

wae

 

NOTE: NOTE:
ontoon as detailed NOTES: Ene PLE TYPE PONTOONS, THE We fixed to
1 Al bolts to be Grode 316 Stainiess Steel Pontoon FOROS MANNER Vessel Sxeish enon
sro Gee eRe |
is mm ¢ 1 Sheltered Area (W33N)
ice 4. Design Live Load 15 kPa (UDL) Moxtram L math of Weasel
6. DO NOT SCALE OFF DRAWINGS 5 ani 2x 36 da piles — 10 metres
8 mm muttistrond 7. Maximum Tit for worst loading < 5 2 x 400 dia pies — 12 metres
toinless Stee! Cable [8 Min. Freeboard 75 mm at Design Load a
with turnbuckles 9. During lifting of the Pontoon, adequate 2. Typicd Cand Area (W47N)
ort must be maintained across the DETAL 3 2x 36 dia piles — 9 metres
width of the Pontoon, and lifting is AL NOTE: 2 x 400 dia pies — 0 metres
to be only with cast-in ferrules oe ond Wakway is fa be
if ‘ed on im abov imum lengths hav
around Pile a — pate pee atecnned ing the 7 NOTE:
i S08 OT Omen ight of the vessel to
1600 x 500 x 750 deep Footing, average height ;
DETAL 4 with 4/MB bats to Bese Pate be equd to 20 % of its length A
Ground Anchor, os itor fixed Wokway connection).
detailed below or a roller comection to the
Wokway, provide a flat surface
to support the Rollers. a
=

6/Y20 bars om 21 PCD,
with WB heix (120 pitch)

315 dia. uPVC Pipe or
4+00-cher~Preeast~Aie

 

NOTE:

Concrete is to be placed in
such a manner to ensure
that it does not mix with
sdt water. Al concrete is
to be 32 MPa at 2B days,
and shal be vibrated in place.

Pies to

‘S
specifi to withstand

PLE TYPE LAYOUT PLAN

Meon High Water ___
Spring Tide

 

 

 

 

 

 

 

 

 

 

 

 

BO x 10 Pt x 75 long 2 Big 1S xi Max. 4 metres from
% da shaft through gases MHWST. to
for 6 dia pin of Mooring Pie
q 30
1 ek n 45 Meon Low Water ___
T T Ce eT T Spring Tide
100° nA
NOTE:
6 x Mi6 bolts at
connection to Footing 36 da Pile to
4500 mm into
55 55 (3750 mm for
ke he

1340 Nom.”

SHORE WALKWAY CONNECTION DETAL

1200 Min,

 

 

 

 

 

 

 

Nom. 300 SQ visible x 6 PL (MS) bolted 50 x 60x 6( 100x 50x60
at ground level aN ERs x 10 wn 2/2 Rok 2k 3o BS exe SECTION C=C = Ange Brocket Ange Brockels
4 Se —_—_—_—
‘Se
BO x 6.0 AI each side
7 6 i Roler Brockets welded
6 of housing for Pile Rolers to BO x BO x 6
80 x 80 x 6.0 Ange
4 L
ee ee
A / 80 x 80 x 60
Y16 bor each side“ot 60 x 40 x 4.0
a 75 x B Pl (100 wekd) 10x 50 x6 Ande Brocket Ange Eronenor
300 cog at end Ange Bracket i in
900 315 da. or 400 dia. 2 dia SSI pin through 60
6 Pile as specified dia. x 80 long Poly Rolers
‘ockets
ae Ue SECTION B — SECTION A — A
CETAL 4 ™

     
 

 

 

Roler Brackets welded
to 80 x BO x 6 Ange

Sie Est Su treated
ro ough ‘Ss
80 x 50 x 3.0

 

Q

REQURED BEARING CAPACTY = 100 kPa

VERTICAL OR LATERAL LOADS ARE

     
  

 

 

 

 

 

NOTE:

Wokway to be supported on
Rolers on the Deck, or fixed
to side of Pontoon

 

 

If Wokway is bolted to Pontoon,
the Wakway is to be supported
on Relers on a flat concrete
surface (or on a new Footing)

 

 

 

 

 

sf

 

PLE TYPE PONTOON & WALKWAY — SIDE ELEVATION

7 »

   
  
 
 
 
  

a

oppor Brackets ex.
x 60 x 6.0 Channel

BO x 80 x 6.0 Ange
_

50 x 50 x 6 Ange
Broce olong each side

 

 

 

 

 

 

   
  

ap
~” OU

opw 12 02

 

DETAR

87 23 NOV 2012

 

 

IAN BARNES and ASSOCIATES
CORSULTING

(AN TO ORT a ae

PONTOON AND WALKWAY DETALS

 

bile 5,3 ele St Pane
PD, Box 578 ix Same 0444
OAROOLTUME 460 hott asm

PROPOSED NEW PONTOON AND WALKWAY
Ste-/(O woos PA RADE
For = VASARD MARNE A/DOSA HEADS

 

 

 

Ale

Job No, 52425-95

 

Drwg No. A2~52425~02 o/