Body Corp for No. 7 Noosa Parade - Plans · OPW15/0114

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

G2 == O =] 7 == 1.5 kPa (Stability unrestricted access)
WATER LUNE ] f == eee | 2.0 kPa (Stobility restricted access) 7
pe). RR cob ee ge feof: Hesrnres reg Ratner :
150 ‘OAM FLOTATION UNIT PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
FOAM FLOTATION UNIT RAMP. DEPTH wx Wave HEH: 300mm. z
7 im.
RAMP END VIEW nit Beers ARMM WIND VELOCTY: 41 n/'s a
THE MARINA SPECIALIST CUENT: Rary CazP N©.7 NeeSA e< [IME PONTOON CONSTRUCTION DETAILS ‘
TRADING AS ACN 010633119 2 INDUSTRIAL AVE lot c (7) NoaSA POE
THE CALOUNDRA .
D yd su, NOTES ADDED ENG “sr ae — AS SHOWN 31/8/05 D—
rg PHONE ; JSP-SD--100
5 ae bat MLAS I BS REMIND it 2M Jem FAX Gh saan 00 CHECKED: STANDARD DRAWING DRAWN | CHECKED [OMENSIONS
\NOf DATE " AMENDMENT I SPECIALIST a MA {MILLIMETERS D A3)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

770 STANDARD OVERALL
450 STANDARD FREEBOARD

 

 

 

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12 BARS IN TOP — 4 LAYER G445A MESH 40mm
8000 TO 15000 . OF ALT IGE COVER TO EXPOSED SURFACES
s0—| = So05 = 00 sof 8000 TO 15000 er aH» sof BO00 TO 15000 = 00 UNDER DECK MESH
e==eeeeeeee5+1 a8 J. SPH B TSK PR =Fye tt t 7 == =SeeesaEt al.
gegzi gz| 1 ge) tf oe HAND 28 82
e===--==-==5] i” L|-#-2= $3 33/-4 ) ee | L J-N24 BAR IN BOTTOM
yt r Tt S ||| or ALL BEAMS 25 COVER
i [L A | LA
I+ 8000 To 10000 ———~ TYP BEAM DETAIL
500-~| K- —~ /-s00 —| = —| RG UGS — 300 CRS~“" ton |_| SCALE 1:20
T 50 JSP—208 PERIMETER FRAME. MESH 2-N12
poses ae == =aeq {tl ore: TYPICAL TO ALL. PONTOONS ae
<i a
i i we i 2g ‘ BEAMS NOT REQUIRED FOR PONTOONS . =a" 450mm MIN.
i. aL “4 8 LESS THAN 8000 IN LENGTH 82 28
sees Be = od
i f 380 son FREEBOARD
& FOR FLAT PONTOONS
0100 To 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS WATERLINE
wo she 00 NOT TO SCALE to
Cc C 1 =| SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL
{ | | | | 1 SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB
Fe =4re05> or TFET 3 MESH STRIP UNDER ANCHOR WEB
i fT ' ei! ge . eae
bn a hE 3 950mm MIN.
< i NOTES:
wy = - anaes ei to comply ne. All onerte to be 50 MPa.
=... ————————— et ‘aver to reinforcement to ex surfaces e im minimum.
s L 1 TYPICAL X 120 TRANSVERSE END 7 Reinforcing ted minimum of Sem bars at 100mm centres in each
MAX DRY STORED BOAT DISPLACEMENTS m a INCLUDED IN ALL FLOAT postion illN0; .
PONTOON PONTOON WIDTH [PONTOON WIDTH ] sepa rs [tee ZL All joins in mesh to have min. lop of 1 mesh square + 25mm.
- 7 — /———_ | LL A All aluminium work to comply with AS1664. Alt welds to be Smm CFW.
LENGTH | 5.5m 4.5m 3m MINIMUM FR Apes me On ROGOH ; — er -rvmwmonT Se =——--Faorcc ocd All butt ‘welds to be full ia. ‘Aluminium to be grade 6351-15.
15m 3.5t 2.9t CONNECTIONS ARE. REQUIRED i 1 ‘ P FORMED INT Surface of aluminium in contact with concrete to be coated with zinc
14 3.25 275t ‘| 4 Swe Fabrication tolerance Sram
m : . | ° , ‘abric jerance + Smm. ;
12m 3.0t 25t b ; \ ; = oh g All bolts and fittings to be 304 or 316 stainless steel.
10m 2.75t 23 5 rh ae ay } a? 1 Flotation to comprise of grade SL expanded polystyrene foam with
9 2A i J 12-80 = = protective coating. The approved protective coating for the E
i : — aa 1 ~ ~s pontoon will form an impervious barrier to water & marine organisms; and |
a ia 3 wa 1st L ; | 5 PLAN VIEW + is suitable for the marine environment. =|
m UN : ' ! fe PF Jo LL Pontoons with Float-A—Boat ramps to have dry stored boat fully winched J
6m 1.5t> 1.3t j wp_207 sol SST onto pontoon with 1m clear at rear.
om 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | | This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Standards. The pontoon will be stable at all times. The pontoon
| has been designed so that when the specified stability live load is c
te) ses wet tom oe eet — = — a — — ~~ IL distributed over half the width of the pontoon and over the walkway; there>
— fs not less than 75mm of reserve freeboard; the bottom comer of the ¢

 

FLOAT A BOAT RAMP OPTION
SCALE 1:50

 

 

 

 

 
   

 

 

 

 

 

 

 

    

pontoon dees not emerge from the water, and the angle of tilt will not
exceed 15°,

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)