Approved Plans · OPW12/0241

Page 2

 

 

STANDARD
LAND ANCHOR

   
    
 
 
      

 

EXISTING
CONCRETE STEPS
TO BE REPLACED

BY OTHERS

PIANO HINGE

PROPERTY BOUNDARY

TOP OF WALL

 

REVETMENT WALL

10000 CATWALK

3156 B3kNm_-—

R.C, INSITU PILES

 

 

TOP OF PILE R.L 3.0m

PONTOON

 

 

 

 

PONTOON SHOWN © LAT

OF STIFF CLAY

4m mMIN EMBEDMENT
INTO DENSE SAND

 

QUAY LINE

- HAT R.L 0.58m
- MHWS R.L 0.34m

—AHD_R.L. 0.0
LEVEL DATUM

- -MLWS R.L. —0.28m
— LAT R.L. —0.42m

 

   

SUNSHINE COAST REGIONAL

 

wi

 

 

 

 

 

 

APPRO\
OPW 120241
THE MARINA SPECIALIST Card CUENT: BODY CORPORATE FOR JALYNCA | THLE: ELEVATION
TRADING AS ACN 010633119 2 SOUSTR. AYE ara FEE sow: 57 051 074 992 LOT 245 (87) NOOSA PARADE
THE *ALOUNDRA
QLD. AUSTRALA 45st [lel 11 Noth Tove 535 St Pos Tes wal 6 asus a NOOSA HEADS SCALE: DATE: DRAWING. NO:
pep PHONE (07)5492 5925 | {Locked Boo 4006, Fortitude Volley ld 4008. Email: [email protected]| | PROJECT: PROPOSED PONTOON & CATWALK 1:50 28/06/12 | JSP-SJ-25161
FAX (07) 5492 6699 CHECKED: Ae fh \ R.P.E.Q, DATE: DRAWN | CHECKED [DIMENSIONS ISSUE
(REY) DATE “AMENDMENT REQD/ SPECcTtALNSHS T Gt“ —  |467 23-7 anc. | YS? MILLIMETRES A A3)

 

  
  

Aus 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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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5 STARTER JETTY CATWALK
/ G445A GALV MESH TOP & BOTTOM OF ALUM TUBES, JsP-009 eee oe ‘
ENT TO SIT UNDER ALUMINIUM TU . ;
TYPICAL PIVOT PIN PATER OHOS NESTS ae WITH 2 M12 S.S DYNA OR CHEMSET {= a)
| crit “BOLTS OR JSP 003 LEG TO PATH = | —% JSP-205 OR
258 SS PIN ; 150 : Pan JSP-006 ~~
N12 COG BARS © 300 CENTRES TIED TO ToP 1 "| uSP 205
LAYER OF GAAS MESH 2 Be 2 / 75 X M12 SS DYNA BOL!
6ho
m HOLE IN EACH END OF HINGE PIN Fe eo aaron wu
(WHEN JSP-00B CATWALK FRAME IS’ USED
40MPo. REINFORCED CONCRETE FOOTING EXTENDS FROM TOP Se ee wm CONCRETE PATH a1
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE. FACE: OF REVET WALL FOR
DF REVETMENT WALL AND THE BACK FACE TD FINISH LEVEL 300mm MIN CLEARANCE TO REVETMENT WALL) af REVETMENT WALL
WITH INSIDE DF ANCHOR FRAME. MASS CONCRETE FODTING : 75 X M12 SS DYNA BOLI
TO HAVE 2 VERTICLE LAYERS G445A MESH 50mm MIN CDVE!
10mm COMPRESSIBLE MATERIAL
WHERE NO REVETMENT TOE, FOOTING DEPTH 70 BE 1500 MINIMUM BETWEEN FOOTING AND REVETMENT WALL
FDR @kPa CATWALK LIVE LOAD
OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD Ss
400 TYP aS, 4 : g
| ll 192 TYREE: 00 TYP are NI anes eto JSP-003 OR
| ‘, REVETM —!
To! i 100 x 80 x 10 FB KOSS SSS SA -PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 3 BPE a0e TEES rt oto purT
146 A 1 {ey Se }
UST el I wl ny ANCHOR FOOTING ELEVATION 100X100 x 10
T WITH M12. SS c
— 1480 200 GAP LE! , DYNA BOLT che ee
2 / 50 x 6 BRANES ween 10_/ us 008 CHANNEL 192 TUBE LEN" “1 50, ay \N ; om F
4 Mi6 SS BOLTS id bd CT Lat Cd Cy} 48s) | os
caer GIDE JSP=206 TUBES 50mm 132 ES {80-206 RAS FRAME UPTO
OR DYNA BOLTS LONG ON ENDS ‘ —O06 RHS FRAME 2000 TO
>" Om Smm PLATE GUSSET, 3000 LONG
1 200 UNDER EACH CORN } LENGTH
6mm END STARTER | | JETTY
GUSSET. Ves Sx] 290 ‘
4 . JSP—002 ANGLE INTERNAL ‘FRAMING
USP-206 TUBES 192mm LONG LENGTH ,T SUI === |__SPACED AT 600mm MAX. CRS
; TYPICA. SICH, WELDED TO SP i ae SUPPORTING 4mm AL. PLATE
3 | OR HWD DECKING
3 / 256 TBES__—-4Y" JSP-206 TUBES 50mm am i su) “
CATWALK WELDED BETWEEN FRAME : 5 LONG ON ENDS
& N, 7: 100 X 6 BRACKET OVER
CATWALK TO CONCRETE’ SLAB OR WALL HINGE Sea as = be a Se

SCALE 1:25
WO

6mm END GUSSET-

JSP 008 Cane

CONCRETE STRUCTURE

 

150 x 50 x 6 ANGLE

 

 

FRAME

 

 

 

SCALE 1:25

40 X 3 TUBE

 

 

 

M16 SS DYNA BOL’

NOTE:

ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-15.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.

150 x 50 x 6 ALUM as

END GUSSET |

 

 

 

0 X 6 FLAT BAR

 

“SCALE 1:5

 

 

 

CATWALK °

 

CATWALK TO ANCHOR FOOTING HINGE

 
 
  
   

susie OEE REGIONAL Col

 

TYPICAL STITCH WELDED

| | \_JSP-206 TUBES 192mm LONG

   

er \ianiire

 

NC

 

 

 

 

 

 

 

SCALE. 1:25

LIVE DECK LOAD - 2kPa

IL

 

omar.

 

LONG TYPICAL STITCH WELDED

 

I \_JSP-206 TUBES 192mm

a hee 5
CATWALK TO STARTER VETTY BINGE

 
     
    
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STANLESS STEEL SCALE 1:5 . . SCALE 15 ISP—006
THE MARINA SPECIALIST Parndis cum: Losy Cozp Fe@ DUNC [IME STANDARD PIANO HINGE OPTIONS —)
H 12/4/07 HONG CHROMATE NOTE, ADDED psp | TRIAS AN OTD MOUNDRA SEE lake tet 14S (SI) Nose Pre STARTER JETTY & CATWALK LAND ANCHOR DET
F 29/9/06 |UPDATED DETAILS USP - z QLD. AUSTRALIA 4551 Level 1, 5 Gardner Close, Milton 4064 Fox on sare. 9722 NoocsA He Abs, CALE: DATE: " DRAWING NO:
a hy; aps SOOT TD Ree eS ep wise PHONE (07)5492 5925 P.0, Box 388, Toowong 4066. Email: [email protected] | PROJECT: STANDARD — AS SHOWN 12/ 2/ 97 | JSP-SJ-005
B_R7/6/02 |UPDATE LAND ANCHOR DETAILS. - FAX © (07) 5492 6699 CHECKED: Abr R.P.E.Q, DATE: 7 DRAWN CHE®KED |DIMENSIONS ISSUE AR3
(REY DATE “AMENDMENT REQD SPECTALS 7 1667 BJ2-08 DRAWINGS MA MILLIMETERS H yy

 

 

 

 

 

 

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1370 :
EXTERNAL SECTION A
P03 i210 TYPICAL ALL CATWALKS
JOP CHORD / HANDRAILS INTERNAL SCALE 1:25
peep k. 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
x : CRS WITH 4mm AL. RIVETS & COVERED WITH
UPRIGHTS & DIAGONALS | COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
. TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
OPTIONA\ 4 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
50 X 4 TUBE TOE RAIL 9 lb | EACH PLANK.
TO 6mm PLATE TO EACH 840 * FOR UNRESTRICTED ACCESS (ALL SITUATIONS OTHER
UPRIGHT . THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
e, Ly USE 125 X 35 F17 CCA TREATED HARDWOOD PLANKS
JSP—201 N, OR 4mm AL. PLATE
BOTTOM CHORD / BASERAILS J 8 aN oO
fas IM i NOTE: ;
— | FOR 4kPo LOADING TO CATWALK /
7 nS USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.
700 60 X 40 x 2 RHS LONGITUDINALS

 

 

 

OPTIONAL i MARINAS.
: JSP-202 RHS SERVICES
BRACKET WELDED UNDER CROSS

WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STANDARD SIDE PROFILES

 

SCALE 1:100

 

 

 

 

 

NOTE: BENT END OPTION CAN BE

 

USED ON ALL SIZED CATWALKS

 

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ee eee ee
1e RAL
al LZ NO ARE Ms
| “3 UPRIGHT. |
ae
bi ER

a BEN
2002 uf uf te

5 UPRIGHT

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BEAMS © 1800 CRS PNLY . &\ fe ! < =
5 / .
ul Oo soe
MAXIMUM CATWALK LENGTHS S ope
Nae LIVE DECK LOAD|1.5 KP 2kP 3KP aP fn
* ALL FRAMING MATERIAL TO BE ALUMINIUM E_DE! 1.5_kPa a kPa a —-!1000 — *T UPRIGHT ig |
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m : |
; :
tL eeiee ae | ASLUPRICHIS fT iim 10.0m_ | __9m 8.5m EQUAL aie
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351~T5. 7 UPRIGHTS 13m 12.2m 11.5m 10.5m UPRIGHT bea? 1 1 t i
* DIMENSION TOLERANCES U.N.O. SHALL BE: : : wit . ——| spacinc 7 t or t E t I
FABRICATION - +t 2.0 MACHINING ~ UP TO 10mm 0.1 “9 UPRIGHTS 15m 13.9m 12.5m 11.5m 7 Sree =
: seieaaYe a #02 111 UPRIGHTS 17m 16.0m 14.5m 13.0m St SE meres
ALL ANGLES :t1° f= ee
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER. | : 9 UPRIGHT
* REMOVE ALL SHARP CORNERS, ' :
BURRS & WELD SPATTER. JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION ROLLER DETAIL LENGTH AND SPACING TO SUIT STANDARD PANO a,
SEE STANDARD PIANO HINGE & LAND ANCH INGS 90 TUSE
: SCALE 1:5 /
1 It
~T 900 eae
I I
t !
I t
i I “
t I
\ | 50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X .
1 7 i (UPRIGHT SPACING), WITH 600 CRS MAX. T I AL BASE DETAIL
4 Renin efi Be te ae OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
:
145 pees HINGE_ TUBES
j :
SS oe 1
(fj wi 4 om SIO
; 64 | LI \ z eas=
12mm SS PIN Ly 1 tk 5
SS j S i
8
, hs BULL BAR ] — —_ .
160 \_970 NYLON ROLLER TO ae IN CHANNEL so
127 EACH SIDE OF CATWALK. 70 PIANO HINGE DETAIL
SCALE 1:5
THE MARINA. SPECIALIST CUENE BOA CORP Fee SWCYAICAP ME: STANDARD CATWALK CONSTRUCTION
Card
TRADING AS ACN 010633119 2 INDUSTRIAL AVE FRO xen: 051 074 992 L> AeosA Pac
E , /10/07 |LOAD TABLE & NOTES ALTERED ENG to LD. AUSTRALA 4551 Level 1, 5 Gordner hale id “ a ae oS NCCCR HEALS SCALE: DATE: DRAWING NO:
B bares een othe Se GUD yee lp PHONE (07)5492 5925 | [P.0- Box 05, Toowong ADE. Email: cordnocardno.com.ou} |-PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 JSP—GW-006
B_D2/7/04 [BASE RAlL_& HINGE SECTIONS CHANGED JSP FAX (or 5492 6699 | | CHECKED: bebo RPE. DATE: DRAWN | CHEGKED [DIMENSIONS "~~ JSSUE FE |A3
\REY)_DATE AMENDMENT FOI SPECITALIST S067 EP IA07 NHW | MILLIMETERS J)

 

 

Page 5

 

RECTANGULAR PONTOONS

 

U SHAPED PONTOON

L SHAPED

PONTOON

2-Ni2 BARS IN TOP

 

 

 

 

 

 

100 THICK CONCRETE DECK
p_1 LAYER G445A MESH 40mm
COVER TO EXPOSED SURFACES

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 
 
 
 
  
 
  
 

 

 

 

 

 

 

a
—a
=|
000 TO 15000 ar les OF ALL BEAMS a
S001. S006 7 F500 500-f gp8, 70: 16008 = Lsoo soo Fé 6000. TB 45000 +-s00 UNDER DECK esi | 5
; 3 i
Tw Ge ee oekilet | iz qoeepot poss SSS oF Lies E
Oy oy & Sy We Ir ly a 2y Sy Lf S|
Se¢peq pe 1 Tel. : il Te Be Ww
BOGE OF ho LOSS Sok te wut aig s | 2-Ni BARS IN BOTTOM e
Be Sees ee esas sf eS = eS Eero > « as “Ne A wl
TI be 1 f oF | 7 “ f ] a | OF ALL BEAMS 25 COVER =O
, S|
4k yk a ie >| Z
: 12 5
000 TO 1500 TYP BEAM DETAIL a
d S001 Ro yas SCALE 1:20 7 #6
B NOTE: cesses = 00 Ie E
x BEAMS NOT REQUIRED FOR PONTOONS 9; o ww -3 JSP-208 PERIMETER FRAME =
S THAN N Bz xe I Hl ud
3 LESS THAN 8000 IN LENGTH BE of | 82 TYPICAL TO ALL PONTOONS =
8 1 eeseeeeets|og
i ] TP 1% =a /S445A MESH 5
i | 2
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS z
9 = 380 STANDARD FREEBOARD Pa
na NOT TO SCALE FOR FLAT DECK PONTOONS &
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION a
] ai SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS - - . - WATER LINE _ Z|
q oOo
gu ¢ “, 25mm THICKENING ALONG ALL <
oh } SIDES WITH 200 WIDE SL8 2
7 “6B MESH STRIP UNDER ANCHOR. WEB z
9
i Al 670 STANDARD OVERALL | §
= FOR FLAT DECK PONTOONS x
| tthe: | ; om 7 5
MAX DRY STORED BOAT DISPLACEMENTS _ he FAM’ TO” BH INCLUDED IN ALL FLOAT Se ed Ges sitacers be eme.meeuie. 3
PONTOON |PONTOON WIDTH |PONTOON WIDTH | ieeiga 150 ||! A BOAT PONTOONS Lo einer Rss minimum of 5mm bars at 100mm centres in each eu
LENGTH 3.5m - 4.5m 3m_ MINIMUM FOR PONTOON SIDES: WHERE ANY PILE C | Rae SS Sts ao i ee ire NO. e
BRACKETS, ACCESSORIES AND OR PONTOON + 1h All aluminium work to comply with AS1664. All welds to be 5mm (FW. = =
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED | | FLOAT A BOAT} RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-15. =I
14m 3.25t 2.75t I \ 8 Surface of aluminium in contact with concrete to be coated with zinc
= | 2 cromate primer or equivalent. w
12m SiOte 29 # ZLOt 4 | Fabrication tolerance + 5mm. 2
10m 2.75. 2.3t 5 : -| + ae | All bolts ond fittings to be 304 or 316 stainless steel. 2
9m 2.4t 2.1t mS | q Flotation to comprise of grade SL expanded polystyrene foam with &
: | + approved protective coating. The approved protective coating for the a
8m 2.04 1.8t I pontoon will form an impervious barrier to water & marine organisms; 5
7m 1.8 1.5t du + and is suitable for the marine environment. 2
fim 1.5t ua JSP-207 I SUNSHINE COAST i DIL. Pon ‘oons with Float-A-Boat ramps to have dry stored boat fully winched e
5m 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | A , ontd pontoon with 1m clear at rear. Z
REQUIRING FENDERING TO BE ATTACHED | APPRO : _ ; t=
1 This| pontoon facility has been designed to comply with all relevant 2
pee ast ay ey spe Ei ia ae Bh er etd 49-02 pe —le — preqie on Australion Stondards. The pontoon will be stable at all times. The
= a =e pontoon has been designed so that when the specified live load is a
-740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distfibuted over half the width of the pontoon and over the walkway; =
# Lene etree eee there is not less than 75mm of reserve freeboard; the bottom corner of F|
15 [" STANDARD FREEBOARD SCALE 1:50 OORING CLEATS the pontoon does not emerge from the water, and the angle of tilt will - t5
d 15° S|
1. { Sad spl = not exceed 15° a
- >I
Leas fF = a MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. a
MATER LINES my Te oe Ye med gees jt es) se ma am fest eile PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
FOAM FLOTATION UNIT 150 FOAM: FLOTATION. UNIT MAXIMUM WAVE. HEIGHT: 300mm, ‘ 5
weil FRONT ELEVATION Teint Wat eee 2
RAMP END VIEW MAXIMUM WIND VELOCITY: 41 m/s. :
THE MARINA SPECIALIST Gard CUENT: Zomyy cogp FOC FPN | IME PONTOON CONSTRUCTION DETAILS .
TRADING AS ACN 010633119 2 INDUSTRIAL AVE a FYE ton: 051 074 992 27 AweEsa ADE
THE CALOUNDRA Gagne (Ge) Fry, Ph (07) 3369 9822 MeosaA CEAKS
QLD. AUSTRALIA 4551 Level 1, 5 Gordner Close, Witon 4064 Fox (07) 3369 9722 pees oS SCALE: DATE: DRAWING NO:
PHONE (07)5492 5925 | [P:0- Bex 386, Toocna 1066. Email: [email protected] | PROJECT: STANDARD DRAWING AS SHOWN 31/8/05 | JSP—SD-100
B 17/6/06 | EACH N16 BEAM BARS REPLACED WITH 2-Ni2|_ JSP FAX (07) 5492 6699 | | CHECKED: Leo tr— R.P.E.Q. DATE: DRAWN =| CHECKED [DIMENSIONS ISSUE A3
\NO|_ DATE AMENDMENT ISSUE/ Sb67 [2-10-06 MA MILLIMETERS B J)