Approved Plans - OPW14/0034

Page 2

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


[OCR of page images]
 

 

 

 

EXISTING 1500 x 1000
x 600 ANCHOR BLOCK
TO BE RETAINED

STANDARD PIANO HINGE BRACKET

[60

 

 

   

TOP OF WALL
R.L.1.1

 

 

+-—1000:

 

 

 

EXISTING
REVETMENT
WALL

 

 

 
   

 

 

 

 

 

 

315 B3kNm_-~|

R.C INSITU PILES

 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS

 

 

 

 

 

 

OPW1 4/0034
1 APR 2014
THE MARINA SPECIALIST Ceardno CUENT: NM MAWBY TE: — ELEVATION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE STE ABN: 57 051,074] 982) LOT 27 (55) WYUNA DVE
THe ; Ph (07) 3100 2199 NOOSAVILLE  « - -
QLD. AUSTRALIA 4551 Level 11, North Tower 515 St Pauls Tee, o SCALE: DATE: DRAWING NO:
pers PHONE (07)5492 5925 pay eh Vatiey Qid sss, oS Hol rebconcomad PROJECT: PROPOSED PONTOON & CATWALK oat — aie 2013 oo eee
FAX (07) 5492 6699 | |CHECKED: ~~ EQ, e 5
DATE AMENDMENT REQD) SPECIALIST a C Oa | or JB. f2eb? J ANC. e MILLIMETERS A A3)

 

 

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Page 3

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


[OCR of page images]
 

 

 

1370

° EXTERNAL. SY
“ JSP=203 i210
TOP CHORD / HANDRAILS | INTERNAL ——~«&

SECTION A

TYPICAL ALL CATWALKS'
SCALE 1:25

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

 

  
   
   

JSP—202
UPRIGHTS & DIAGONALS |

OPTIONAL

50 X 4 TUBE TOE RAIL
TO 6mm PLATE TO EACH
UPRIGHT

JSP-201°

 

 

 

 

 

 

 

 

 

OPTIONAL FOR MARINAS.
JSP-202 RHS SERVICES.

go 779

CRS WITH 4mm AL RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK. *

* FOR UNRESTRICTED ACCESS. (ALL SITUATIONS OTHER
THAN PRIVATE. MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED’ HARDWOOD PLANKS
OR 4mm AL PLATE

 

iH . NOTE:
| FOR 4kPa LOADING TO CATWALK

USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.

60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BRACKET MEANS O18 fad ONLY
3
NOTES: “MAXIMUM CATWALK LENGTHS
Arent - [LE DECK LOAD| 1.5 kPa 2kPa kPa 4kPa
© ML AIMMOAL WELIMIG WU ACOREVOCE WTH'AS, 1005 3 UPRIGHTS | 7.5m 6.5m | 6.0m 5.0m
Dia ain = 5 UPRIGHTS ttm 1a. 9m 8.5m
* ALL ALUMINUM SECTONS TO BE GRADE 6351~T5. TUPRIGHTS —_|-13m 12.2m_ [| _11.5m 10.5m
FOROATON S20 MACHINING UP TO 10mm 40.1 [9 UPRIGHTS 15m 13.9m_ |. 12.5m 11.5m"
> 19 10 toomm £02 fT UPRIGHTS 17m 16.0m | _14.5m 13.0m
ALL ANGLES 1° : ,

* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER.
* REMOVE ALL SHARP CORNERS,

BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

 

 

 

 

 

 

 

 

 

 

 

 

 

ROLLER DETAIL

 

 

 

 

 

C- —~ee
\
3 UPRIGHT. |

STANDARD SIDE PROFILES

SCALE 1:100

 

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o

 

 

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Oo
oy \
_ 7 UPRIGHT _J
EQUAL : ees
UPRIGHT
71 spacing 7

 
 
  

 

 

JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING!
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS

{fi TUBE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:5 +
A ae GAP
50 X 2 SHS © EACH UPRIGHT & AT 1/3 X :
| (UPRIGHT SPACING), WITH 600 CRS fie TYPICAL BASE DETAIL
2S = SE Ee a ee ee = OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
145 \ \ f= HINGE TUBES
| | yo | |
_A 7 3 c NK 5 NOOSA COUNCIL ss== ™ oO 0 X 6 FLAT BAR WELDED TO
12mm SS PI XS PIs APPROVED PLANS // HINGE TUBE & CATWALK END
. N IL. \ auLL par OPW14/0034 e
100 \_870 NYLON ROLLER To re, CHANNEL 41 APR 2014 oi
127 EACH SIDE OF CATWALK. 70 PIANO HINGE DETAIL
: . SCALE 1:5 | :
THE MARINA. SPECIALIST Gard (CENT: NO”) ANY Fm: STANDARD CATWALK CONSTRUCTION
TRAIING AS ACN 010633119 2 INDUSTRIAL AVE GPEAMNO ac: 081 074 992 Lot 27(SS) WHUN DR
THE CALOUNDRA Cardno (Qld) Pty Lid.

 

 

 

 

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(07) 3369 9822 Neosat re

 

 

 

 

 

 

 

 

 

 

 

QLD. AUSTRALIA 4551 eer SCALE: TE: DRAWING NO: "

; ui Hee ah Se gue iS Pao daahs PHONE. (07/5492 5005 | [Pe Bx Sr oowee 06k Fok crake@eerdnocomad | PROJECT: STANDARD DRAWING AS SHOWN | 12/3/03 | JSP-GW-006
B yh WAIL & HINGE. SECTIONS. CHANGED USP. FAX (07) 5492 6699 hb wae DATE: DRAWN | CH DIMENSIONS ISSUE FE: A3
DATE AMENDMENT Ri SPECTALIST : S067 219.07 J\_ NHW MILLIMETERS | Ld)

 

 

Page 4

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


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50
Ser SSF S= SSS SSSee=
Oe —- -O —— — — — xo 1
2 --S3----- - &,-
+S4/- = = 1 moocmcecd a ag

 

' M20 S.S BOLTS SECURED\
INTO PONTOUN FRAME TRCK

SECTION A

 

 

100 X 12 BAR BOLTED TD
rPONTODN FRAME WITH 2
M20 S.S BOLTS

JSP-208 PONTDON

FRAME SIDE

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

 

750-

 

 

 

 

 

 

6mm PLATE GUSSET
TO BOTTOM CORNER4
BOTH SIDES

 

TO PILE

PROJECTED

    
  
  

 

—By DVERLAPPED BOLTED
|= CONNECTION WITH
1 M20 SS BOLT

THROUGH BOTH BARS
& INTO PONTOON FRAME

4 SINGLE ROLLER BRACKETS

[FIXED WITH 2 MI2 SS BOLTS

7 00-

 

 

50 X 6 PLATE LUGS WELDED TD
TOP EDGE OF FRAME TO FIX

6mm AL. TREAD PLATE INFILL WITH
Mi2 S.S BOLTS TO EACH LUG

 

. —~.JSP-209 FLAT BAR
SURROUND FRAME

 

 

FRAME CORNER

PLAN VIEW -

NAP IN FENDER

300 ROLLED FRAME CORNERS

 

VIEW

 

 

NOOSA COUNCIL
APPROVED PLANS

 

 

SECTION B

100 X 70® NYLON ROLLER

IN 128 X 63 X 8/6 CHANNEL
12¢ SS PI

 

 

 

 

 

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NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-15.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 8 C.F.W. U.N.O.
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES,
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 8kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS

THIS 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

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OPW14/0034
1 APR 2014
THE MARINA SPECIALIST Cara cuENT: NM MAWIBY TME: PILE BRACKET CONSTRUCTION )
TRADING AS ACN 010633119 2 TRL AE oa BEN] O51 274 222) tot 27 ( SS) WYUNR BR TO SUIT 3159 — 3500 PILES
THE - bea d Ph (07) 3369 98; 4
D 16/6/08 | BLOCKS REPLACED BY ROLLERS JSP OLD. AUSTRALIA 4581 Reems oes ee 4064 fg en sea) 72 Tr NOs et a ; Pal /9/06 Pee Lal ao
PHONE (07)5492 5925 f }, Toowon: mail:_cardno®cardno.com.ai = STANDARD DRAWING 5 aD
8 [ta/1/oel Raut’ STRETCHED & PLE MOVED 75mm | JSP Pa Gif baa 9 EOE A Ry DATE: e ; DRAWN] CHECKED JOwENSIONS ISSUE AB
| DATE AMENDMENT iSSUI SPEC?TALT ST “| 667 24—- §-of, SYSTEM 200 MA MILLIMETRES D Lo)

 

Page 5

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


[OCR of page images]
 

 

NOOSA COUNCIL

 

 

 

APPROVED PLANS

 

 

 

 

 

 

 

 

 

 

       
    

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OPW14/0034
1 APR 2014
R6 HELIX [P74
6 / N20 BARS ; / @ 65 PITCH “WO
FULL LENGTH tt] RG HELIX “TI oe
6 / N16 BARS = ba | rr
FULL LENGTH] [-1- 40mm cover Ji @ 65 PITCH Ne ro
40mm COVER = \-+71 iit ta 4008 eee a Ltd
as R6 HELIX. [fF 315 HUMES fii UPVC FORMER iT
R6 HELIX ror @ 65 PITCH Nieto UPVC FORMER \ L+-4 rr
@ 65 PITCH Yi cr ato 6 / Ne0 BARS [ft
to} re | FULL LENGTH |i. ied.
eT 315¢ HUMES Lr} 6 / N20 BARS aa & 3 / N20 BARS—| Pod
315¢ HUMES at} UPVC FORMER \ {71-4 FULL LENGTH [iti TO 3m OF TOP With
UPVC FORMER Nit) am & 3 / N20 BARS |H41 40mm COVER [iit
a4 rr TO 2m OF TOP \ivth ett
oy ced 40mm COVER Nutt! re
The ed] ee Lach
ri bt LH Ere
oA Leap te WOE
GRADE N32 Lent GRADE N3 Ao GRADE N32 +74] GRADE N32 i+ (TI
MASS CONCRETE MASS CONCR it} MASS CONCRETE | ant MASS CONCRETE] fT
TO BASE OF PILE ar TO BASE OF PI mr TO BASE OF PILE Nitty} TO BASE OF PILE WidT!
We bic jae be
ae ae Ee ren
br ae oo ee
Lid er th Letts
REINFORCING TO EXTEND |i} REINFORCING TO EXTEND | REINFORCING TO EXTEND it REINFORCING TO EXTEND ree
TO WITHIN 300 FROM |}-}7} TO WITHIN 300 FROM 74 TO WITHIN 300 FROM | Te TO WITHIN 300 FROM it
BOTTOM OF PILES ‘ur BOTTOM OF PILES = \i-4 BOTTOM OF PILES “Yi BOTTOM OF PILES Wii
3150 DECK PILE 3150 PONTOON PILE 315@ PONTOON PILE 400¢ PONTOON PILE
46kNm 61kNm 83kNm 130kNm
THE MARINA SPECIALIST CUM: NM pABY TE: 315 & 400 DIAMETER REINFORCED
TRADING AS ACN 0108351182, NSTRAL AVE aT 27 (SS) rune DR CONCRETE INSITU PILE CONSTRUCTION
ar QLD. AUSTRAUA 4551 NOS AVI SCALE: BAT BA /a5 DRAWING NO:
Jrrrvh. PHONE PROJECT: STANDARD DRAWING =e ae Lae f' [SP-SD-045 :
SPEC?TALI!IS T MA ah MILUMETERS C AS)

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


[OCR of page images]
 

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12_ BARS IN TOP arcane

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
   
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL
so | ceo 3 sco} = amo 9 18000 — 120 = 8000 TO 15000 ————=+1_ 59 UNDER DECK MESH \ PEE To) Boose) SUES
- —t L
ry = 2 “hee, LQ J. Spa =a= =a alana il TR = === Agee. ol ~f
gs BaD 83 tL ew i. 28 2 Bz 5 Ler anys ¢ ~ 28 B33
Gee ee = bu - RY 83|/-2---s0b=-=--=--] 1-N24 BAR IN BOTTOM
mt | {1 7 —~ i Tt [ : =k Au [~~ OF ALL BEAMS 25 COVER
TYP BEAM DETAIL
| = | LL —| io! eSk= E00 SCALE 1:20
soo = a TO 15000 |--soo -—-JSP-208 PERIMETER FRAME
NOTE: an ~ TYPICAL TO ALL oh MESH fan bs
BEAMS NOT REQUIRED FOR PONTOONS ! FESEEaaaaaa | | Sac J smn i
LESS THAN 8000 IN LENGTH 82 28 racer Han «SD , |
Pen - = <p tyes - 4 - (88
: 6 v] TY aeates ms
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
_| L. . . . L_WATER UNE
500—~! Eze 1 500 NOT TO SCALE
Cc PACING | SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL
{ Ny T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB
pene oe =5| g : MESH STRIP UNDER ANCHOR WEB
" 4 45 Q 28 i
ba = a = aS 3 960mm MIN.
i I NOTES:
= | All concrete work to comply with AS3600. All concrete to be 50 MPa.
a a Cover to reinforcement to exposed surfaces to be 40mm minimum.
ae nT SR i | TYPICAL X 120 TRANSVERSE END re a minimum of 5mm bors at 100mm centres in each
7 _ | A Al INCLUDED IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH =m 150 |!
LENGTH | 3.5m — 4.5m |. 3m MINIMUM FOR PONTOON SIDES WHERE AW PuE LLL ff ST ee Sey cn Muntiion bo grote s351Te-
BRACKETS, ACCESSORIES AND OR PONTOON + 7 a ! ~
15m 3.5t 2.9 CONNECTIONS ARE. REQUIRED ‘| | / FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK See terme eT Sl Sacre tp yp comed wre
14m 3.25t 2.75t ty oy 2 : Fobrcetic tolerance tt 5mm.
lam 13. 25 i} 3 \S All bolts ond fittings to be 304 or 316 stainless steel.
10m 275t A NAw3t 2 Heit} — pe — Flotation to compris cof grade SL expanded polystyrene foom with
9m 2.4.00 2.1 2 \ / Y12-50 = W approved protective coating approved protective coating for the p
j ~ toon will form barrier to water & marin nd
am aoe ust pw Woy ~ PLAN NOOSA COUNCIL Peis fate cite extranet. marine organisms; and, |
7m 1.8t 1.5t ota APPROVED PLANS Pontoons with Float-A-Boat to have dry stored boat fully winched 3
om Lt it T ISP-207 1sot SSS OPW14/0034 Vf onto pontoon with tm clear at rear. 7 pat fly win a
Sm 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | This pontoon facifty has been designed to ith all relevant
REQUIRING FENDERING TO BE ATTACHED I 1 APR 2014 Australian Storch The eaaiion wil be sible a times, the pontoon
| has been designed so that when the specified stability live load is 5
Ju — ~~ ~~ - |. -- ~~~ ---- -- -- ~~~. -- ~~~ eerietied vee pal thelial of the ports ond os ie ee
s reserve
‘ = 770 STANDARD OVERALL us BOAT RAMP OPTION prion dee not emerge from the water, and the angle of tt wil not
L150, 450 STANDARD FREEBOARD 1:50 creed 15:
aay JOORING CLEATS
mk ~ [ ! ak = MAXIMUM DESIGN LIVE DECK LOADING: 3.0 - (Structural & floatation) =
ams === : =e SS — 1.5 kPa (Stability unrestricted access) 7
| WATER JUNE | se] 5 - > ee we - 2 fe | - = = es ewe ee | i~ = = af e =e = ae “i” 2 ee Pa. a---rld----2------2-2--<-=- = i 20 kPa (Stability restricted access) |
FOAM FLOTATION UN. 150 QO Foun rlotanon unt o PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
RAMP DEPTH a STATON WAXMUM WAVE HEGHE: 300mm.
RAMP END VIEW WAXIMUM WIND VELOCTY: 41. m/s.
THE MARINA SPECIALIST Gerdn CUNT: NAA BY TE: PONTOON CONSTRUCTION DETAILS _—)
TRADING AS ACN 010633119 2 INDUSTRIAL AVE a © Aen: 051 074 992 jen (ss) WYyune Se
THE CALOUNDRA (Cardino (Qid) Pty Lid Ph (07) 3369 ~

  
  

 

 

 

 

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Level 1, 5 Gardner Close, Mitton 4064 Fax (07) 3369 9722 MWS AVILAK SCALE: DATE: 7
P.O. Box 388, Toowong 4088. PROJECT: AS SHOWN 31/8/05 | JSP—SD-100
; 238 Fr é STANDARD DRAWING ch
a 5 Pe [ee Pnnees |  [A3)

4/13) STABILITY NOTES ADDED ENG oA “sl
ORE seed 2 || Jered as
DATE i AMENDMENT SPECTALIST