OPW14/0335 Approved Plans

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0335 4 NOV 2014


[OCR of page images]
 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

100 THICK CONCRETE DECK
rr 1 LAYER G445A MESH 40mm

2-N12_ BARS IN TOP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   
 
    
 

 

 

 

 

 

 

 

 

  
  
    
   

 

 

   

8000 TO 15000 . OF ALL BEAM COVER TO EXPOSED SURFACES
500—| - <o55 = L500 500 = 000 TO 15000 ————1_ 4 50 (a g000 TO 15000 — UNDER DECK MESH
T 4 -T awe 1 L
nomeeewsesasta ag Tr Toe =a} i Fae PT al
28830 83) ¢ Or! Boas ag} a 28 23 I
eaecesseseesfy FM fT “Ho aaae saa=$-p 783 & Poca ae Be aasaapa 8 et RN Sor
l ~ l | I , |
8000 TO 10000 7 TYP BEAM DETAIL
500] j~ ss | _| La | Len vo ism RG LIGS - 300 CRS“ soy || SCALE 1:20
| yw" oF 50! L-s00 JSP-208 PERIMETER FRAME
PEeteas ger |i ¢ a  _———_—_______— ~| TYPICAL TO ALL PONTOONS al te aniJoMs
il al Rv i 28 2 BEAMS NOT REQUIRED FOR PONTOONS V gvl ~~ Oe Tr | So 450mm MIN.
bo- ab... = g LESS THAN 8000 IN LENGTH 82 £2 RIGHT HAND it gy oO
A Pees eee eee ek —=—= SS
' 4 SLi] arene Peay 1
10100 To 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIO: \s 25
50 EQUAL NOT TO SCALE i =n a —————
fF cr SPACING | =| ae SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN'S ORIENTATION 25mm THICKENING ALONG ALL 6 LIGS-300
| | Ine! ly T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB vp
re== age — g MESH STRIP UNDER ANCHOR WEB
ll Hl ql 1-N24
Lana _- a8 2 NOOSA COUNCIL ww wae
wX ri | APPROVED PLANS gsdmm MIN,
NOTES:
= OPW14/0335 4 NOV 2014 All concrete work to comply with AS3600. All concrete to be 50 MPa.
———————S KS SS ee aed te reinforcement to ee ee atelier
TRANSVER inforcing je minimum ors Imm cel in eacl
MAX DEY STORED HOAT DISPLA + BEAN TO Bt INCLUDED IN AL FLOAT All one in wah to have min. lop of 1 mesh square + 25m
tt Vl €s ‘0 le im.
PONTOON |PONTOON WIDTH [PONTOON WIDTH | —a 150 f! A BOAT PONTOONS JL , , *
LENGTH {3.5m — 4.5m |. 3m MINIMUM FOR PONTOON SIDES WHERE ANY PILE i bh pa a = = = = ee -|-- -- - -F4 . ecu pag Ms arta dee heared a pa
BRACKETS, ACCESSORIES AND OR PONTOON + SS jeeato ]08] TUsaperiestauan. Sumit gare)
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED \ FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK \, = ce Goa with concrete to be coated with zine
14m 3.25t 2.75te, yoy! GS Fabrication tolerance + 5mm.
Om 3.0 NS i! g ri 8 All bolts and fittings to be 304 or 316 stainless steel
1
10m 2.75t 3 2 ap ot } af Flotation to comprise of grade SL expanded polystyrene foam vi
7 = 4 approved protective coating. roved protective coati
3m 2.4t 2.1 7 | A a ~ : ~ pontoon wilt form an impervious barrier to water & movil STganer and”
8m PANEN 1.8t i \ 6 PLAN VIEW + is suitable for the marine environment. as
7m 1.8t 1.5t i pee Pf} Pontoons with Float-A~Boat ramps to have dry stored boot fully winched
6m 1.5t 1.3t 7 1sP-207 so] > SS SSS onto pontoon with 1m clear at rear.
Sm 1.0¢ 0.9t MAY BE USED FOR PONTOON SIDES omy | | 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
| hos been designed so that when the specified stability live toad is
ee ee over e wi ie pontoon and over the walkway; there
& — ——= nat kee ten von pect the bottom ong i
| —=— + [770 STANDARD OVERALL cone A BOAT RAMP OPTION pontoon does not emerge from the water, and the angle of tift will not
1 1780: 450 450 STANDARD FREEBOARD 1:50 ok exe f
ORING CLEA
1 pi [ w£" EPO = MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
ba RAMP =e fl fll Lf ee =<" == == 1.5 kPa yore unrestricted occes) a
[WATER INE 2 | | LP ws Ld 7 2.0 kPa (Stability restricted access)
TN TS ES ST ST Qo
FOAM FLOTATION UNIT PONTOONS SUITABLE FOR PROTECTED SITES ONLY. z
FOAM FLOTATION iN — TON un iM wi PEG Ror
RAMP END VIEW ELEV MAXIMUM WIND VELOCITY: 41. m/s. 2
THE MARINA SPECIALIST ; CUNT: Spy CoeP fom ftNe WeES|TME PONTOON CONSTRUCTION DETAILS
TRADING AS ‘ACN 0108331192 INDUSTRIAL AVE Sarde vow 051 0% 92 || Keser. tara (Iz) MASTS Sr
THE CALOUNDRA Cardino (Qld) Pty Lid Ph (07) 3369 Ni a t ‘
D STABILITY NOTES ADDED ENG QLD. AUSTRALA 4551 | lhl 4, 5 Ganiner Close, ition 4064 Fox (07) 3369 9722 Neots HEAsS SCALE: DATE: NH:
c 1 N24 BAR REPLACING NG BEAM BAR JSP aa PHONE (07)5492 5925 PROJECT: STANDARD DRAWING AS SHOWN | _31/8/05_| JSP-SD-100
8 BARS REPLACED FAX (07) 5492 6699 ; DRAWN | CHECKED [DMIENSIONS
AMENDMENT (ss SPECIALIST MA MILLIMETERS D A3)