Dakl Pty Ltd - Plans · MCU20/0137

 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

me 8000 TO 19000 500 | TO ‘S000 500 sof To 15000

L SHAPED PONTOON

i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM
MOORING CLEAT

2 M12 S.S L BOLTS
WELDED TO 12 S.S BAR

2-8¢ FRP REBARS IN
TOP OF ALL BEAMS
UNDER DECK MESH

  
  

SURFACES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
8¢ FRP REBAR 150mm CRS
25mm COVER TO EXPOSED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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S583 83]! \ | 88 4 8% \ LEFT HAND gS 8S 100 — e | 3-128 FRP REBAR IN BOTTOM | =
ss=s=s55552=25 3 3S d 2
nl t iL NOT APPLICABLE yy = NOT APPLICABLE pt TYP CLEAT DETAIL | | J (OF ALL BEAMS 20 MIN. COVER us
Zz)
T] 1 Ll SCALE 1:20 60 SSS TYP BEAM DETAIL 3
+8000 To rl im L z L “1 L 300 CRS H120 cane 1:20 Z
| 500 500 &
re 7 8000 TO 15000 JSP—208 PERIMETER FRAME ENSURE BARS EXTEND FULLY 5
| / t 500 --| - + |—s00 TYPICAL TO ALL aa ee TO INSIDE EDGE OF FRAME on &
se Se TS SS Q |
(| _ _ 5 NOTE: i fa] ee eee espe ee [ e
NOT APPLIC ABLE 2 FT BEAMS NOT REQUIRED FOR PONTOONS 3 Te ” T 1 =
- og LESS THAN 8000 IN LENGTH BS 8% RIGHT_HAND 25 : =
SSS B 32 380 - 400 . |
{ boty NOT APPLICABLE B= STANDARD FREEBOARD “T 68 SS LIGS-300 5
| |] | FOR FLAT DECK PONTOONS z=
-+———— 10100 To 15000 —————+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS a Lo 2. fiwater une /) a >
EQUAL NOT TO SCALE &
Le} pe J THICKENING ALONG Al =
200 pene" [08 SEE SITE é LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 2 nN te ao Seba R50 TYP 4
| t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY =
ao
—— ed ——S Al B 3-128 S.S CORNER BARS_/ 3-120 FRP REBAR | x
NOT APPLICABLE 32 i AT ALL BEAM INTERSECTIONS LAP ANY JOINS e
“ 800mm MIN.
== = eae Se fT B PROVIDE 3-128 FRP REBAR CORNER BARS, Ss
t g PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. a
_— OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS NOTES: QI
WELDED FRAME CORNERS MAY BE USED. * x
15 | All concrete work to comply with AS3600. All concrete to be grade N50 (50MPa). 7
L a Spe oR SESE SER SSE SEE =p SE Cover to reinforcement to exposed surfaces to be 25mm minimum. gS
MAX DRY STORED BOAT DISPLACEMENTS T Wy 109 S.S BARS @ 150 CRS EACH SIDE OF RAMP! LAPPING 400mm Reinforcing to ee minimum ot rim. FRE bots at. 150mm centres in cach =
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JSP-208 | PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. irection U.N.O. @ bar laps to be mm. '® bar laps to be 480mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME 180 | J. ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP _ a
LENGTH | 3.5m — 4.5m 3m MINIMUM + a ee i — — All aluminium work to comply with AS1664. All welds to be Smm CFW. S
nn ee , All butt welds to be full penetration. Aluminium to be grade 6351-T5.
15m 3,5t 29t | | I Surface of aluminium in contact with concrete to be coated with zinc chromate z
14 3751 775t TYPICAL | lI FLOAT A OAT! RAMP FORMED INTO PONTOON DECK primer or equivalent. =
m . . | | Fabrication tolerance + Smm. o
150 DEEP X 120 | ae . wo
12m 3.0t 2.5t TRANSVERSE END BEAM” T 1 89 FRPIREBAR 150mm CRS EACH WAY | All bolts and fittings to be 316 stainless steel. s
10m 2.75t 2.3t CAST UNDER RAMP DECK x 1 NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved &
am 2.4t OAt protective coating. The approved protective coating for the pontoon will form an =
- - | ! | XTRA 4 / 8¢ FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine ,,
8m 2.0t 1.8 i I PLAN VIEW environment. =
| I Z|
im 1.8t Lot ft [ (qe = Li Pontoons with Float-A—Boat ramps to have dry stored boat fully winched onto Ss
6m 1.5t 1.3t I a ee pontoon with 1m clear at rear. s
150 oS)
om 1.08 0.9t | 5 This pontoon facility has been designed to comply with all relevant Australian 2
yee 4 Standards. The pontoon will be stable at all times. The pontoon has been eI
& designed so that when the specified stability live load is distributed over haif the ZI
770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION width of the pontoon and over the walkway; there is not less than 75mm of a
: reserve freeboard; the bottom corner of the pontoon does not emerge from the &
2080 450 STANDARD FREEBOARD SCALE 1:50 water, and the angle of tilt will not exceed 15°. Q
150 1780 150 F.AB PONTOONS MOORING CLEATS 5
150 MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) a
BAMo L L i oy an 1.5 kPa (Stobility unrestricted access) a
SS Ff Fo Oe eee FINIGDT ADDIIC ARI] FC SOS ,_*|— 2.0 kPa (Stability restricted access) a
WATER. LINE NOT APPLICABLE NOT APPLICABLE _ oe eee eee 4
po Ts PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 3
FOAM FLOTATION UNIT up pee FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. 5
RAI TH BOAT WAKE: 500mm.
RAMP END VIEW FRONT ELEVATION | MAXIMUM WIND VELOCITY: 41 m/s. o
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+ 1 « 4 mm a TITLE:
gee THE MARINA SPECIALIST — |_JPS" DAKL PTY LTD FRP REINFORCED PONTOON CONSTRUCTION
’ 10 Vv
Ee QLD 4102 | TRADING AS AGN 010653119 18 ON PARKINSON CRES Jes} Lot 29 (59) WYUNA DR STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS|
Mab r01 ea 290 ie? THE fm QLD 4551 AUSTRALIA |= NOSeMvILs GATE: UNITS SCALE: SHEET:
0 ISSUED FOR EDGE ENGINEERS WA_[979720 {TC ABN 66 099 967 995 [email protected] e _— PROIECT: 28/7/16 |mm AS SHOWN) 1 A838
¢ BAR SPACING REDUCED TO 150 CRS TAT CHECKED: RPEO: DATE: PHONE(O7) 5492 5925 2 STANDARD DRAWING - - - - -
B [BAR DETAILS ALTERED IN RAMP_DETAIL 21/117 16) - ‘ == SPECIALIST DRAWN: CHECKED: APPRD: [ORG No: Rev:
REV) DESCRIPTION By | DATE [APO 5496 ‘09/2020 |r MA JSP-SD-212_D