10/0342 - Approved Plans [As Published] · 142010.342

Page 2

 

 

 

EXISTING

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM

FENDER RUBBER

/ TO ALL SIDES
5100

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PROPOSED 2
PONTOON PONTOON MOORING CATS |
| -——15673 4 F 95425 | 5000 | B
TIMBER DECKING TO / wl
[ = | PONTOON SURFACE LADDER =
| | ~ nage PONTOON | | 8
eer 1 ALTERNATE POSITION FOR PILES _ i 5
IF OBSTRUCTIONS ARE ENCOUNTERED————./7~y my 3st 2
‘ DURING PILE, INSTALLATION VW? UI 8 é
at ‘3 . ~ ill | z
a . 4000, 175kNm E E
& ~ ROCLA PILES = =
ug
3 % Ne e
. ° =< 5
lo ule 8 & 2
Se gy o TIMBER BENCH SEATS: & TAP & HOSE g
iS min 8 HOLDER
rain Ga 3 g
8 .
LOT 257 5 x
ao
CP N21858 fetes MHWS...0cccccceceececeeeeeeeceeecesseeeeedfe 1370] oc ccssaceecessceeteetesenererss Fe
PIANO HINGE CONNECTION TO SI
fs 20330 EXISTING ROCK WALL DOUBLE 150 X 50 JOISTS - eI
5729 1 a
3 | 7 " 8
NOOSA PARADE 8 L lo, g
a S|
ORIG. H.W.M_—_P.B | i \ 3
SITE PLAN & ‘ < — 4 ‘ 3
WATER ALLOCATION \ s
a!
SCALE 1:500 10693 | 3000 { 6113 2]
1 8
i S|
PONTOON ACCESS DECK a
: BY OTHERS PONTOON ACCESS STEPS
BUILT BY OTHERS i
il
SI
~_ + -- — e
g
¢ oI
, LAYOUT PLAN I
| SCALE 1:100 SUNSHINE COAST Ig
BERTHING: ‘ REGIONAL COUNCIL §
° OF
Maximum wet vessel length - 7.0m PLANS AP VED Gl
Maximum wet vessel beam - 3.0m 5
Signatures oor MeBrerrre rere 2
LOT 257 oO a
Note:. (0fo VER py 2
Existing structures shown j CP N2185. § 7 # a
in approximate position only. o
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TRADDIG AS
THe

THE MARINA SPECIALIST

ACN 010635119

PHONE (07)5492 5925
FAX. (07) 5492 6699

  

Gardno ACH: 051 076 992
7 snpaist *
(Corcr Fa) Pe Ph (07) 3369 9822

   
 

NOOSA HEADS —

 

 

TE SITE PLAN, LAYOUT
& WATER ALLOCATION

  
 

NO:
JSSP-SJ-22120

 

— PROPOSED PONTOON & CATWALK [__1:100

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

wa

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T

a

STANDARD PIANO HINGE CONNECTION
TO DOUBLE JOISTS AT OUTER EDGE

3500

125 PFC
STEEL BEARERS "]

R.L_2.75m RL 2.75m

 

 

RETAINING WALL TO BE
DESIGNED AND CERTIFIED

BY OTHERS TO SUPPORT LOAD

OF ACCESS STEPS

400 X 10 PLATE 600 tong

WELDED TO PFC BEARERS
PONTOON ACCESS STEPS FIXED
TO WALL WITH 2 M20 S.S BOLTS

CHEMSET TO WALL

 

 

 

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100 X 100 X 3.S.S SHS POSTS WITH

 

cf + | rrp ogee

6500

       

TOP OF PILE R.L 3.0m

 

 

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(ON OF THE JETTY SPECIALIST

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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2
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200 X 200 X 10 MOUNTING PLATE I &
so roomnc gots «Sli YK! YORK ee ee ee EE Eee PONTOON i _ level DATUM AHD RL0.0 &
rs | “MLWS RL. -0.17m Bi
+ Oman INTO FOOTING ~ "|" 1 “pontoon SHOWN AT LAT LAT RL. -0.54m
oO
5
4508 MASS CONCRETE FOOTING 8
RENFORCED WITH 4 / N12 BARS ' i z
100 Tol
65 COVER TO SURFACES SIDE ELEVATION el
2
2100-4 . o
T-]  -250 ‘ ‘ el
JOIST FIXED TO |
1800-1 [--250
eee —-1 100 X 50 X 6 PLATE CLEATS TIMBER NOTES: & 2
' / with 2 / M10 BOLTS v Foo el
All timber to be grade F17 hardwood 252 3
durability class 1 or 2 Bu 5
yt Decking to be 125 x,38 hardwood fixed oee wy
to joists with 2 / 12 gauge S.S screws Zoe Fs
, @ each joist. : czo 5
8 8 Joists at 500 max. crs to be 150 x 50 * REGIONAL COUNCIL | 3
5 g Ss F17 fixed with 2 M10 S.S bolts to 100 x PLANS APPROVED; 2]
50 x 6 cleats welded to bearers. / &
Fix bearers to block ‘retaining wall with 2 SIOMALUE one Ee
qd M20 S.S bolts chemset 125mm into wall. 1 8
2 Fix bearer posts to concrete footings with ol
ca . . 10f/oF¥4 2 eI
8 ACCESS STEPS PLAN 4 / M12 SS bolts cost into footing. ve
1 | es
2 STORAGE BOXES . “|
| 2
150 X 50 HWD JOISTS zl
@ 500 MAX CRS j a
\ E
THE MARINA SPECIALIST Ce { dn CUENT: JILRIFT P/L MME: — ELEVATION )
hase srs sence Mowe 1s Aen Ova 2 NUTRAL A we a ef scx: 051 074 992 LOT 257 (52) NOOSA PARADE
E paso aie Rehab wale Kot ane {EN QLD. AUSTRALIA 4551 | tent 1, 5 corner Case, ton ia Fex (0) 3369 9722 NOOSA HEADS. __--- SCALE: Tee /09 Pere ont
2 hb /4/09 PUES RELOCATED TO FEAR HONE (07)5402 Sa2s | |°2 S386 Tomes OE 4 Eat’ cosnoOcordnecomod | PROJECT: PROPOSED PONTOON & CATWALK [_1:50 21/5/09 _| JSP—SJ- 22121
5 Ag Stearns Fax (07) 5492 6699 | | CHECKED: 1 EQ. DATE: . DRAWN | CHE DBIENSIONS A3
(REY _OATE AMENDMENT C Oe bo | ET /0. 249 MA a MILUMETRES F_|Agy

 

 

 

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THIS DRAWING IS_ SUBJECT JO_COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED _ON TOA THIRD PARTY WITHOUT. THE WRITTEN

 

    

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

Gmm 1X19 S.S WIRES © 105 CRS $700 — jsp-203 | EXTERNAL g
DRILL THROUGH UPRIGHTS JSP~-203 HANDRAILS 3
S.S TURNBUCKLES 1 END HANDRAILS : WIRES SWAGED TO. END UPRIGHTS 1210 o
TO S.S PAD EYES SCREWED 4 §.5 PAD EYES INTERNAL
JO END VERTICAL HANDRAILS B
7. 7 sre. 2 3
INTERIOR UPRIGHTS”
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ee ee ee dle ee eee ee ee dee ee tcp | ee ‘ HARDWOOD DECKING.
LIL LILiiiiiqpiiiicc ie... . dpe eee eee ep dpe JSP-006
BASE FRAME Ni |: 1 {
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/ 7 JSP-202 tI
PIANO HINGE / / END RAMP & ROLLERS BOTTOM CHORD 17 i
SEE DETAIL A SEE DETAL 8
/ Jsp-202 wl. SIDE VIEW , ™"
JSP-202 ‘ ;
BOTTOM CHORD UPRIGHTS SONG JSP-202 RHS JSP-202 RHS
SCALE 1:25 LONGITUDINALS
JSP-002 ANGLE WELDED BETWEEN
\ . 300 CRS CROSS MEMBERS
JSP—202
& END VIEW
Pa SCALE 1:25
BASE PLAN‘
125 X 25mm HARDWOOD FIXED WITH 6 NOTES:
/ 50 X 12 GAUGE STAINLESS STEEL SCREWS JSP-005 _# ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
EACH PLANK, UNDER RAMP END * ALUMINIUM TO BE GRADE 6351-To.
SURFACE RIBBED FOR SLIP RESISTANCE . * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
j * ALL WELDS SHALL BE 4 C.F.W. UND, ;
* ALL BUTT WELDS TO BE FULL PENETRATION.
HARDWOOD DECKING CONTINUES mm END CAP * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
USP—206 HINGE TUB DOWN RAMP END ' * DIMENSION TOLERANCES U.N.0. SHALL BE:
192 LONG, ‘SPACED 200 (fee - 4 FABRICATION - + 2.0 MACHINING - UP TO 10mm +01 _
. a 7 { 126 SS PIN WELDED : > 10.10 100mm £0.2
‘ a. TO 4mm LOCKING TAB HEE > 100mm + 05
Ss f 23 ke FED WITH ME fe ALL ANGLES +1
{ CS $S BOLT | © REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
__ a _ fl . - i 7
Ps sake. T (i SUNSHINE COAST
50 X-6 FLAT BAR WELDED 1! . Sn © £ : REGIONAL COUNCIL
HINGE TUBE & CATW ; iy
ALK END ee BEAM | _. somm 8 Pl PLANS AP
JSP~002 ANGLE ;
50 X 6 FLAT BAR STIFFENER Signature: ....-+-+-ey
| DETAIL A © 300 CRS _“REROSS CATWALK a ot OO NCAWALK 00} | ae 3
SCALE 1:5 DETAIL B CUT OUT BOTTOM OF BASE 127 | — ———ev
SCALE 1:5 RAIL TO ACCOMMODATE : ofogee Hf
THE MARINA SPECIALIST c ar dn CUENT: JILRIFT P/L TME: CATWALK CONSTRUCTION
| TRADING AS ACN 010633119 2 INDUSTRAL AE cer © sen: 051 074 992 LOT 257 °(52) NOOSA PARADE
a THe caLou mers Ph (07) 3369 9822 . - SCALE " DRAIN
QLD. AUSTRALIA 4551 Le te 5, Gardner net Close i toe Peon) 3369 9722 = HEADS 1:25 1:10 30/7/09 JSP. SJ 22122 i
C 1/12/09CATHALK LENGTH REDUC! fe va PHONE (07}5492 5925 d : : Emait:[email protected] : PROPOSED PONTOON & CATWALK * < j vot
B b/s FRAME CHANGED GP ote lene tae Fico FAX (07) 5492 6699 CCD: RPE. DATE: DRAWN | CHECKED SUE A3
‘ey DAE AMENDMENT SPE eT AEST 1667 (| 12-249 ma__| fey" |_wuumerres C jay
NSS .

 

 

 

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go X 100 X 10 vastent

100 X 12 BAR BOLTED TO
PONTOUN FRAME WITH

M20 S.S aa

SECTION A

80 X 100 X 10 WASHER

pes CENTER NUT

 

 

100 X 12 CLEAT
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|e Ss.
TLE BRACKET TO

PONTOON FRAME TRACK

 

 

 

$ BOLTS SECURING

M20 S.S THREADED BAR
TAPPED & FULLY. WELDED INTO
40 X 10 REINFORCING PLATE

 

 

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

F -ypy7
LA
COMMERCAIL 8 ROLLER BRACKET

 

 

FIXED WITH 10 Mi2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER

 

SO X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME

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a
PLAN VIEW
SCALE 1:10

6mm TREAD PLATE:
OLTED ONTO FRAME
WITH Ml2 S.S BOLTS

SP-209 FLAT BAR
SURROUND FRAME

NAP IN FENDER

 

amet

|

300 ROLLED FRAME corners

  

 

 

6mm AL, TREAD PLATE

 

SIDE VIEW

H.DP.E. SLEEVE

WAAAARARATRRLERRRRRERERUG

 

 

 

 

 

 

 

 

SECTI
SCALE 1

 

 

 

 

NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

* EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063.
* PLATE ALUMINIUM TO BE GRADE 5083.

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665

* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE

THINNER MATERIAL.
* ALL BUTT WELDS 10 BE FULL PENETRATION.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL

BE GRADE 316.
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.

* BOLT INSULATION SHALL BE ACHIEVED WITH A UBERAL COATING

OF DURALAC OR
SURFACES.
* DIMENSION TOLERANCES U.N.O, SHALL BE:

FABRICATION — + 2.0 MACHINING - UP TO 10mm +0.1

LANOCOTE APPLIED TO ALL CONTACTING

>410 TO 100mm +0.2

> 100mm + 0.5
ALL ANGLES 1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 40kN

o™PILE WALL

ON B
35

 

SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED

   

Signature: ...-..-y

(ofesy2. 2fa—

 

 

 

 

 

 

 

us DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL_OR PASSED. ON: TO_A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST c i CUT. DiLAT PTY UTS TE: PILE BRACKET CONSTRUCTION TO SUIT )
TRADING AS Aon 070633119 2 NDUSTRAL AYE er r ETO ren: 051 074 302 tot 257 (52) NOOSA Poe 4008 - 4509 Puss & 8 ROLLER BRACKET
THE Cardne Ph (07) 3369 9822 NOosa THEeAss -
QLD. AUSTRALA 4551 | |reet 1. 5 Gardner Close, Kiten 4064) F OSA SCALE: DRAWING NO:
eh 345408, 5/08 Pore odes STeRepoer ADDED EPEY PHONE (07}5492 5925 | [P.2- Bax 388 Toowong S055" ee ee oe com PROJECT: STANDARD DRAWING 4:10 1:5 en 6/07 “| JSP=SD-142
8 12/3768 OECK PLATE_DETAILS CHANGED. FAX (07) 5492 6699 HOD LF RP.E.Q. DATE: DRAWN CHECKED [DIMENSIONS 3
\nol_ DATE ” AMENDMENT =| Peet A LT — 7 1 | 4667 6-4-9 SYSTEM 2006 MA MILLIMETRES o |A

 

 

 

 

 

Page 6

 

 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
- 1 LAYER G445A MESH 40mm

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

     
    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

“4 2-N12 BARS IN TOP g
soo-fp— °°? Td 15000——">"1_590 i ; OF ALL BEAMS COVER TO EXPOSED SURFACES a
r $000 7 500-1 f-- UNDER DECK nest | a
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GO MEN = * ~ Sx aah go B= ft : ze
BS SS SSeS Sete y | 1 oops seeiee = ge =] SES SSS SSS SSey | 2 2-Nié BARS IN BOTTOM ul
i L y t | L7 |_-OF ALL BEAMS 25 COVER =O
¥ oO
+8000 TO 1000 : 8
S00] fj <. |-s00 — | 120} =
. — tor t TYP BEAM DETAIL a
: Ss ey -
5 NOTE: ! Ab Laas CALE 1:20 i fi
5 HES Am SRURLERIOOM ge ge | LO? RE PNET aN :
B : ao ] Sx TYPICAL TO ALL PONTOONS =
Ge) 3
TT! n=
_t i I ‘| =a [G4858 MESH 5
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | L360 canna EREEBOARD :
NOT TO SCALE
300-4 ‘ FOR FLAT DECK PONTOONS
500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION _ =
4 SEE PILE BRACKET ORAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS _.. . SWARRUNE fj}... -. l a rr ree SS a
q o [ an | — — _— —
pa 0 I-20 . <
ae og FO Te eNO ALONG On 50 TYP, TO ALL BOTTOM CORNERS 2
FT B MESH STRIP UNDER ANCHOR. WEB Z|
4 e f 670 STANDARD OVERALL | &
TT FOR FLAT DECK PONTOONS g
pT NOTES: . . : i 4
MAX DRY STORED BOAT DISPLACEMENTS fy I X 120 TRANSVERSE END All concrete. work to comply with AS3600. All concrete to be 50 MPo. S
= 7 | INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm ‘minimum. 2
PONTOON |PONTOON WIDTH |PONTOON WIDTH { IsP—208 piso I TOONS ZL Reinforcing to be minimum of 5mm bars at 100mm centres in each a
LENGTH | 3.5m — 4.5m 3m, MINIMUM FOR PONTOON SIDES-WHERE ANY PILE j| ~/ -—~--| ~~~ ~~ ~~ 7 > = eee -f - - direction U.N.O. Ss
. Ske BRACKETS, ACCESSORIES AND OR PONTOON Se ee ne ens oT TP qT oT be
4 . . . All aluminium work to comply with AS1664. All welds to be Smm CFW.
15m CONNECTIONS ARE REQUIRED ' RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5. 5]
=
14m I . Surface of cluminium in contact with concrete to be coated with zinc (|
12m ( cromate primer or equivalent. ws
3 wy . Fabrication tolerance + Smm. 2
10m. 5 Tht & All bolts and fittings to be 504 or 316 stainless steel. &
$m —=| = | i Flotation to comprise of grade SL expanded polystyrene foam with =
8m | approved protective coating. The approved protective coating for the 3
7m i | pontoon will form on impervious borrier to water & marine orgonisms; 5
6 + and js suitable for the marine environment. Z
™ 7 ee :
5m ISP-207 150 ; Pontoons with Floct-A-Boat romps to have dry stored boat fully winched |
- ae BE USED FOR NG TO 8 SIDES ONLY ; ‘ onto pontoon with 1m clear at rear. 2
QUIRING ING TO BE ATTACHED : .
. | | This pontoon facility has been designed to comply with all relevant 5
od -~ ~~ IL ~The ee ee Australian Stonderds. The pontoon will be stable at a times. The =
_t ; pontoon has been designed so that when the specified five load is ‘a
-740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the _wolkway: So
S50 STANDARD F! : there is not less thon 75mm of resdrve ci, We Mm -Famae of 2
50 0 STANDARD FREEBDARD SCALE 1:50 \ OORING. CLEATS the pontoon does not emerge from the SONS eae etl BI.
nL -f = ; : not exceed 15’. zl
WAXIMUM DESIGN UVE DECK LOADING AYANS APPROVED
= = = rt. +
WATER ine] E. - \ = " ° Y , sana 5 2
we we fee ee ee ee KH fe ee tf et tr rT E . Mi LTD en ecereeee ey or
‘OAM FLOTATION UNIT 150 FOAM FLOTATION UNIT oy FONTOONS SUE SOOM TES ONY s
- ~ ; Ne One S eeeseeeceee s
RAMP DEPTH FRONT FLEVATION BOAT WAKE: 500
RAMP END VIEW MAXIMUM WIND VELOCITY: 41. m/s. LE 72-2
THE MARINA SPECIALIST ) (CUENT: JURIET OT LID TE PONTOON CONSTRUCTION DETALS —)
TRADING AS ACN 010633119 2 WOR ANE Cardno {Oks Pry Ls ACN: O51 074 992 Lot 257 (SZ) NOPSA foe
TH .
E QLD. AUSTRALA 4551 | tLe 1, § corner se, io Pn er sm eet NOOSA. MEADE SHE BATES 76/08 Rave NO:
week PHONE (07)5492 5925 P.O. Box 388, foowong SERS - Emoit:_cordnoOcardno.com.cu) | PROJECT: ARD DRAWING AS SHOWN 31/8, SP-SD-100
B 17/6/06 | EACH NIG BEAM EARS REPLACED WITH 2-HI2|_uSP Pepys FAX aw 492 6699 | | CHECKED: Z La RPEQ DATE: STANDARD DRAWIN : DRAWN | CHECKED JOMENSONS ISSUE" A3)
uo] DATE AMENDMENT iSSUE/ Ws pecrtaAtist r SE6? 72-70-06) . MA MILUMETERS B }
: 7 - 4