Murray - Plans · OPW18/0056

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-8 FRP oN as ae ee ee eee ay

8000 TO 15000 UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: - Sood | 00 sof 8000 TO 15000 fb s00 sof = 8000 TO 15000 +500
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t t | n
waeseeeseees/t | | f=7SS=SS22==S=5> LF ade oF
Q Sy: Dye ‘es Su ao Sx i
38820 82 i eon 38, 22 82 i
eseeeeeeeeeel FM” ettsnaae aS fe 2 se" San cue aad Cae
7 | Lope rt Ssee ===" 77/78 =F | 4 | OF ALL BEAMS 20 WIN. COVER
b U :
+ 8000 T0 10000 ———» 4 i: 4 L 68 FRP UGS - 300 CRS 94 | ow co
500-4 je =~} +500 aos os 15s JSP—208 PERINETER FRAME oe TRE REAR 9-88 FRP.REBARS
I I i + L500 TYPICAL TO ALL ‘PONTOONS 200 EACH WAY AMY HOS
PCT tsa Tas 3 NOTE: { tL -forSSSrtrirlTilSao =a 320mm MIN.
4 l i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS Se Su T | Ol |
ih watt Jee 4aL8° 8 LESS THAN 8000 IN LENGTH B82 3 RIGHT. HAND i gy aE ae fal
ati.) " esses eeeeeeudts]8 380 — 400 i
| t i 4 f oo roy STANDARD FREEBOARD i
we he 4 | FOR FLAT DECK PONTOONS } a }
-———— 10100 To 15008 ———+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 7 IL ae WATER LINE Jou... SS
EQUAL NOT TO SCALE
s00-—I [F seactis _ SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION ee ea ae 50 TYP
| | | | { SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
r === rr uh ts 7 lee 8 1-206 FRP CORNER BAR_/ ica FR Remi
tl t t AT ANY BEAM INTERSECTIONS
bee ee tL ee ee oll] 8 s TYPICAL 300 X 120 TRANSVERSE END 800mm MIN.
} aed TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20d FRP CORNER NOTES:
§ A BOAT PONTOONS BARS TO ALL BEAM INTERSECTIONS All concrete work to comply with AS3600. Ail concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 25mm minimum. 1
— =| or be minimum of 8mm FRP bars at 150mm centres in each a
direction U.N.O. Q
MAX DRY STORED BOAT DISPLACEMENTS PAST DECK TRANSVERSE BARS. & RAMP TRANSVERSE BARS," |, At Saat, GPs fe be SZbmm.
PONTOON [PONTOON WIDTH [PONTOON WIDTH 7 cso | \ SEA EeS DOSEN Ee Sh SN ee 4 savanna ean ai e684 chp eeteta json GE
. = x 1 aiumintum work to comply wi i welds to be omm .
LENGTH | 5.5m — 4.5m 3m MINIMUM i : = “| All butt welds to be full penetration, Aluminium to be grade 6351-T5.
15m 3.5t Dat ; t ane pn in — with concrete to be coated with zinc
: = cramate primer or equivalent!
t4m 3.25t 2.75t IsP-208 1], FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK Fabrication tolerance + Smm. ;
12m 3.0 2.5t BRACKETS, ACCESSORIES AND. OR PONTOON =I 1! 86 FRP|REBAR 200mm RS EACH WAY 1 Bh Balan tage fe SN oe SS See ee
410m 2.75t 93 CONNECTIONS ARE REQUIRED & + Flotation to comprise of grade SL expanded polystyrene foam with
_ 1 1 I
9m 24k Ott approved protective coating. The approved protective coating for the
7 f ' XTRA 4 / 88 FRP REBAR pentoon wil form an impervious barrier to woter & marine organisms; and®
8m 2.0t 1.8t ' \ PLAN VIEW is suitable for the marine environment,
im 1.8t 1.5t ! Pantoons with Float-A~Boat ram i
' i Am ps to have dry stored boat fully winched
6m 1.5t 13 SS ———— ————S— eS _ os ny, onto pontoon with im cleor at rear.
150-4
sm 1,0t 0.9t | This pontoon facility has been designed to comply with all relevant S
I Australian Standards. The pontoon will be stable at all times. The pontoon
t has been designed so thot when the specified stability live load is
_- es ee ee eee distributed over half the width of the pontoon and over the walkway, there
2080. TO STANDARD OVERALL is not less than 75mm of reserve freeboard; the bottom corner of the
FLOAT A BOAT RAMP OPTION pontoon does not emerge from the water, and the angle of tilt will not
150 450 Tecoma SCALE 1:50 axcead 15°.
“AL . JOORING CLEATS
pis [ | — wut? a MAXIMUM DESIGN UVE DECK LOADING: 3.0 kPa. (Structural & floatation)
== = = 1.5 kPa (Stability unrestricted access) g
[ | - Tine TTT 2.0 kPa (Stability restricted access) «ni
- ee ee ape ew Pe STU I TT ol
150 FOAM FLOTATION UNIT Sf PONTOONS SUITABLE FOR PROTECTED SITES ONLY. z
FOAM FLOTATION UNIT RAMP. DEPTH MAXIMUM WAVE, HEIGHT: 300mm, z
BOAT WAKE: 500mm. Q
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. 2
THE MARINA SPECIALIST sunshine coast office\ (CUEN: NT + B& MyuekAy MME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 016633119 2 INDUSTRIAL AVE. E M Pp R FE 48 Brisbane Rond Mooloolaba kd uT ke (17) WL, & FRP CONCRETE REINFORCING

THE CALOUNDRA T:01 5477 6437 _P.07 5444 4216

QLD. AUSTRALIA 4551 ENGINEERING PO Box 102 Mouluolaba QM 4557 Nose He ans SCALE: DATE: RAWING NO:
Rep aR PHONE (07)5490 saz5 | [ACH H2rstst0 ABH Zittz7eis19 “nnAneisnenerinesone’ | | PROJECT: STANDARD DRAWING AS_SHOWN 28/7/16_| JSP=SD~212
B {21/11/16} BAR OETALS Ws. FAX (07) 5492 6699 -— Py : pra CHECKED [DIMENSIONS
Re . MA

XQO]_ DATE AMENDMENT issu SPE GTALT Ss T MILLIMETERS B {Ax