Council archive · source document
Plans 47 Wyuna Dve Noosaville · OPW17/0015
Attached to the e-mail Operational Works Application OPW17/0015.
Plans and drawings: the text below has words only, no drawings.
NOTE: I 97% + 8000 2401 EXISTING STRUCTURE TO BE REMOVED , a PRIOR TO INSTALLING NEW STRUCTURE. < 10.0m x 3.8m . VESSEL . } f 2532 4 : EXISTING 9315 INSITU EXISTING i MOORING CONCRETE PILES MOORING | i STRUCTURES w STRUCTURES ; 5 j i > | i < i 5 s ‘ ss i | 2 § ‘ fe 12.85m x 135m i | ; 1 | ALUMINIUM GANGWAY : : , i © 20.115m 171° 51 40" ! . EXISTING CONCRETE BLOCK b 4950 < LOT 24 8 LOT 22 s LOT 23 ; S 8 s ON CP N10575 Rg PONTOON DESIGN SITE PLAH ~ SCALE 1: 200 3.0 FLOATATION GENERAL NOTES 31 POLYSTYRENE SL GRADE FOAM TO BE ENCASED IM HIGH DENSITY POLYETHYLENE MEMBRANE FULL Y 10 GENERAL. NOTES WELDED AT THE CORNERS AND JOINTS TO FORM A 8000 11 THE WORKS THAT ARE SUBJECT OF THESE COMPLETE SEAL IMPERVIOUS TO MARINE ORGANISMS 450% 3550 ye 3550 £4507 PLANS ARE STRUCTURALLY ADEQUATE FOR KNOWN TO ATTACH TO SUCH STRUCTURES UNDER T 1 1 ANTICIPATED USAGE AS DETALED AND TYPICAL CONDITIONS. CERTIFIED ON THESE PLANS. = - = 12 ALL STRUCTURES HAVE BEEN DESIGNED TO 4.0 CONCRETE AUSTRALIAN STANDARDS AS1170.1 4.1 ALL CONCRETE WORK TO COMPLY WITH AS3600. 3 MOORING CLEATS 13 THIS PONTOON HAS BEEN DESIGNED TO COMPLY 4.2 ABUTMENT CONCRETE STRENGTH TO BE 32 MPa WITH ALL RELEVANT AUSTRALIAN STANDARDS WITH 80mm SLUMP. ‘ANO WILL BE STABLE AT ALL TIMES. THE PONTOON 4.3 PONTOON CONCRETE STRENGTH TO BE 40 MPa HAS BEEN DESIGNED SO THAT WHEN THE SPECIFIED WITH 80mm SLUMP. LIVE LOAD IS DISTRIBUTED OVER HALF THE WIOTH 4.4 MINIMUM COVERAGE TO REINFORCEMENT NOT TO A ' 2532 OF THE PONTOON AND OVER THE WALKWAY, THERE BE LESS THAN 50mm. s 8.0m x 3.0m CONCRETE DECK IS NOT LESS THAN 75mm OF RESERVE FREEBOARD m PONTOON COVERED IN AND THE ANGLE OF TILT WiLL NOT EXCEED 20°. 50 STEEL 5.1 ALL STEEL WORK TO COMPLY TO ASaw0. MARINE GRADE CARPET EGHTEDS] 29 DESIGN LOADS 52 ALL STAINLESS RESTRAINT CABLES TO BE MINIMUM 2 x $315 PVC 2.11 MAXIMUM VESSEL LENGTH 10.07 5mm DIAMETER AND GRADE OF 316 AS PER AS2637. INSITUE 2.12 MAXIMUM VESSEL BEAM - 3.8m 53 ALL STAINLESS STEEL FIXTURES AND FITTINGS TO | CONCRETE PILES 2.13 MAXIMUM VESSEL MASS - 8000kg BE A GRADE OF 315 AS PER AS72837. 221 MAXIMUM VESSEL DRY BERTH LENGTH ~ N/A poe bes 2.22 MAXIMUM VESSEL DRY BERTH BEAM - N/A 60 ALUMINUM 223 MAXIMUM VESSEL DRY BERTH MASS - N/A 6.1 ALL ALUMINIUM WORK TO COMPLY WITH AS 1564. 23° MAXIMUM WAVE HEIGHT - 300mm 62 ALUMINIUM GRADE TO BE NOT LESS THAN 6063-TS GANGWAY 24 MAXIMUM BOAT WAKE ~ 500mm 63° ALL WELDS TO BE 4mm LFW WITH ALL BUTT WELDS 25 MAXIMUM WIND VELOCITY ~ 3ta/s 70 BE FULL PENETRATION. PONTOON DESIGN 2.6 DESIGN LIVE LOAD FOR PONTOON & GANGWAY - 2.0KPa 64 FABRICATION TOLERANCES +/- San PONTOON PLAN - SCALE 1:50 OPT CTA AN PONTOON PONTOON & MARINE CONSTRUCTION by [REV] DATE REVISION DESCRIPTION PROXCT PROPOSED PONTOON & GANGWAY DRAWING NO APP I. AQUA CORRUPT LO, AQUA PONTOONS [Api2: | rereccounne one me SITE PLAN, PONTOON PLAN & GENERAL NOTESJAP3150-01 HO" Fi THIS DOCUME] 1A) COPIED, REPRODUCED, STORED, OR www.aquapontoons.com.au aexT JACQUELINE MARR ne Se COMMUNICATED IN ANY WAY WITHOUT = a (ABER SIE|SCALE DRAWN BY ADORESS 1,7 WYUNA DRIVE MARK WICHLINSKI PRIOR WRITTEN PERMISSION OF AQUA 10F4 13/12/2016 A lps CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 A3__ [AS SHOWN | DKE NOOSAVILLE REPO: 1643
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Page 2
15000 3000 7 7 A, -—-— PILE CAP f-—2 X #315 INSITUE CONCRETE PILES 72000 12.85m x 1.35m ALUMINIUM GANGWAY EXISTING CONCRETE 8.0m x 3.0m ABUTMENT BLOCK FLAT DECK CONCRETE —_— HALAL 2099 AHO PONTOON | HWS. RL +057 AHO AHO= RL 0.0 3 WATERLINE. ae LWS. RL 20.63 AHO LU i | Lo Py 3500mm MINIMUM EMBEDMENT l-——T0 NATURAL GROUND PONTOON DESIGN ELEVATION ~ SCALE 1:60 Saenz, AUK PONTE = PONTOON & MARINE CONSTRUCTION by | REV] DATE. REVISION DESCRIPTION PROECT ~PROPOSED PONTOON & GANGWAY AP 3150 02 A ; _ AQUA CONSTRUCTION PTY LTD. AQUA PONTOONS A |v _| Repuce ouavime ore. mE ELEVATION AP3150- d \ aoe, RernOOU DR aext — JACQUELINE MARR LSPUEATED ATT eA DDT www.aquapontoons.com.au DATE: REVISION PRIOR WRITTEN PERMISSION OF ADUA [PAPER SIZE] SCALE PRAWNBYT Oe 4 aooRess 4.77 WYUNA DRIVE 43/12/2016 | A |MARK WICHLINSK! CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 A3 | AS SHOWN | DKE. 1 NOOSAVILLE REPQ: 1643
Page 3
HANDRAIL SUPPORTS NEEDED
NONE REQUIRED
1 - HANDRAIL SUPPORT REQUIRED
2- HANDRAIL SUPPORT REQUIRED
3- HANDRAIL SUPPORT REQUIRED
101
4 - HANDRAIL SUPPORT REQUIRED
NOTE : GANGWAY SUPPORTS ARE TO BE EVENLY
SPACED OVER THE DISTANCE OF THE GANGWAY.
ENDBAYS __, HANDRAIL SUPPORT TABLE
REERURI5O ‘200 GANGWAY LENGTH
525 > {7 approx 715X60X2.5mm TOP ORD UP TO 10m
i in x76 x23mm —_|10-tm ~ 12.5m
- cx HANDRAIL SUPPORT | 12.6m - 15.0m
& = ‘2 IF REQUIRED
> » - Tt.
‘ A SEE TABLE Be
ofr —z z pe ert or tr —r == i 17.6m - 20.0m
| HINGED END - SEE CONNECTION BRACKET DETAILS 50X50X3 SHS POSTS & LACINGS .
4 12850 1352
GANGWAY GANGWAY
3mm ALUMINIUM PLATE DECK
COVERED WITH MARINE GRADE CARPET
‘SIDE ELEVATION - SCALE 1:50
50X50X3 SHS CROSS MEMBERS
@ 400mm MAXIMUM CENTRES:
101X76X2.3 RHS BOTTOM CHORD
ENO ELEVATION - SCALE 1:50
‘71SX60X2.5mm
TOP CHORD
NOTE: ACTUAL GANGWAY HAY LOOK
SLIGHTLY DIFFERENT TO WHAT IS 50X50X3 SHS
on DRAWN AS IT IS DETERMINED BY HOW DIAGONAL
Sa HAY BAYS ARE NEEDED FOR THE LACINGS
ACTUAL OVERALL LENGTH.
| DETAIL 1
SCALE 1:5
GANGWAY BASE 75X60X2.5mm
TOP PLAN - SCALE 1:50
5 pA URN PURTE LEADING IN 3mm ALUMINIUM
DECK COVERED WITH TOP CHORD PLATE DECK
/ MARINE GRADE CARPET 50XS50X3 SHS COVERED WITH
DIAGONAL LACINGS MARINE CARPET
| 50X25X3 ALUMINIUM RHS
J __ END MEMBER 101X76X2.3 RHS
1352 = 7 a BOTTOM CHORD -—>4
50+ 1252
50X50X3 SHS.
@50X4mm ALUMINIUM CHS if, | HDPE ROLLER WITH a)
101X76X2.3 RHS CROSS MEMBERS.
[100X'2 ALUMINIUM PLATE WITH BUSHES TD SUIT BOTTOM CHORD $16 S/STEEL PIN” DETAIL 2
V7 on HOLE FOR 2 SCALE 1:5
2 FIXING BRACKET o ak DETAIL 2 scate 1:5
105 551 f 551
. #50X4mm ALUMINIUM CHS
FRONT ELEVATION - SCALE 1:0 00X12 FLAT BAR WITH NYLON BUSHES TO SUIT
5 MOORING ——-
BLOCK GANGWAY |
it 1234 { 16 STAINLESS STEEL Pl
| 650X4mm ALUMINIUM CHS WITH BUSHES TO SUIT | i 400X6mm FLAT BAR
L ; S TIV2 mie s/sTeeL WELDED TO GANGWAY
s
7 = ANCHOR BOLTS. 10mm SUPPORT GUSSET :
100X6mm FLAT BAR
WELDED ‘LO.GANGWAY CONNECTION BRACKETS
FRONT ELEVATION - SCALE 1: 1¢ SIDE ELEVATION - SCALE 1:3
Son YrRIT C25 AnUA PONTOON - PONTOON & MARINE CONSTRUCTION by [REV] GATE _| REVISION DESCRIPTION PROXCT PROPOSED PONTOON & GANGWAY pee ew: CONN
hort, 0M Tes bebe HAY BE AQUA PONTOONS [ALe2s jst cucuar noose ora me GANGWAY & GANGWAY BRACKET DETALS — |AP3150-03 4
COPIED, REPRODUCED, STORED, DR ae JACQUELINE MARR
ae www.aquapontoons.com.au
ROR WRITTEN PERMISSION OF AQUA ue Perens sone Tonner] — >| ames 7 WYUNA DRIVE 3/12 12016 es MARK WICHLINSKI
CONSTRUCTION PTY LTD. Agua Pentoons 4300 207 848 A3 | ASSHOWN | DKE. NOOSAVILLE REPO: 1643
Page 4
100 x 12 PLATE WITH
6 x M16 x 300 S/S RODS
OR FLAT PLATE WIT
6 x M12 x 40 S/S
HEX HEAD BOLTS
50 x 50 x 3 SHS
SUPPORT BRACE.
AQUA PONTOONS
ALUMINIUM FRAME
PILE BRACKET DETAILS
PLAN VIEW ~ SCALE 1:20
(r XO
RING FIXED TO Smm CHECKER
a
H ay fF fj [ | if
= a ct a
=e M16x300 GRADE 4.8 BOLTS
a | @ 500mm CENTRES TO FRAME
= . 7 £—150mm WIDE x 200mm HIGH THEN WELDED TO REINFORCING
2 PERIMETER STRENGTHENING BEAM
a 7
a SL82 REINFORCEMENT _y i
F FABRIC 50mm COVER r|
["
t
5 x M20 S/S BOLTS 900
INTO AQUA ALUMINIUM
PONTOON FRAME
| 3 el
CONCRETE DEC Hen. e
FOR PILE SIZE
IF REFERTO +
SITE PLAN
pees vy ov
PILE BRACKET DETAILS
ELEVATION ~ SCALE 1: 5
101.6 x 50.8 x 7.9 PFL
ROLLED TO $645mm 0.0.
965 x 68mm LONG HDPE ROLLER
HELD WITH @16 STAINLESS PIN
INTO CAST ALUMINIUM HOLDERS
THAT ARE WELDED INTO PFC.
CAST ALUMINIUM ROLLER
HOLDER BRACKET
965 x 68mm LONG
HOPE ROLLER
@16 STAINLESS.
STEEL PIN
101.6 x 50.8 x 7.9 PFC
k-s00—+
PLAH VIEW - SCALE 1:50
2 x N16 FULL LENGTH
OF BEAM WITH
R10 LIGS @ 300CRS.
-M16x300 GRADE 4.8 BOLTS
AQUA PONTOONS @ 500mm CENTRES TO FRAME
ALUMINIUM FRAME
3000 1
[ coraere DECK.
THEN WELDED TO REINFORCING
ink
4
Lare2 REINFORCING FABRIC.
50mm MIN. TOP COVER.
RADIUS TO BOTTOM EDGE
Va OF PONTOON ALL ROUND
2840
J
L SL CLASS POLYSTYRENE WRAPPED
IN 1.5mm HDPE DAM LINER,
PONTOON CONSTRUCTION DETAILS
PILE RING DETAILS PILE ROLLER DETAILS j
PLAN VW ~ SCALE 1:20 ELEVATION ~ SCALE 1:5 SECTION A-A ~ SCALE: 20
Sores zn Adu POETDRNS = PONTOON & MARINE CONSTRUCTION by [REV] DATE _| REVISION DESCRIPTION PROEtT PROPOSED PONTOON & GANGWAY cae bas!
PR erpereepeeree i er: AQUA PONTOONS oes 7m PONTOON & PILE BRACKET DETAILS AP3150-04 = Jal qi
COPED, REPRODUCED, STORED, OR auexT ~~ JACQUELINE MARR
TMDUBMLTEO RUSTE GAT WIDE wWww.aquapontoons.com.au DATE: EVES
SSI [PAPER SIE] SCALE DRAWHBY ADDRESS 1,7 \WYUNA DRIVE MARK WICHLINSK|
POR EOKSTRUCTONPTY LD. Aqua Pontoons 1300 207 848 AZ [assHownfoxe, | 1OF 1 NOOSAVILLE 16/11/2016 O free. 3
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