Approved Plans

 

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 €/