St Baker - Plans · MCU22/0007

Page 2

 

> 900
50 x 4 SHS
ALL ROUND
Qo
8
@s

7

1256

150 STEP
1

 

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PROPERTY
BOUNDARY

1050 —~!

 

[-— STARTER JETTY 2200 LG PIANO

  
 

HANDRAILS FROM

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ty

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

  
  

2 x 0315 om /|

R.C INSITU PILES

HINGE CONNECTION

 

12000

FRAME FROM

APPROX CANAL

 

 

 

 

 

 

 

CROSS BEAMS
50 x 3 SHS
@ 450 CRS

RHS 4mm _ PL WITH MARINE

 

 

 

 

 

a 50 STEP
t- 300 -++4 150
j JSP=405 Tt
; pty

en

/ GRADE CARPET
{
“7

 

 

 

 

 

 

 

 

 

 

————
ALUMINIUM
+__[ IL] Heapstock
CATWALK AT LAT
~~ SLOPE 1:5.1 C=
DRY SAND
AREA i
6b
Baz
=29 z
Baga
© =
siti
a2z2e
Za2=%
=
oO oo
| 1600 CRS || SES2
| 1] 82
o

PROFILE

ELEVATION DETAILS

SCALE 1

:50

     
 
 

TOP OF PILES

 

 

WH

OL2 220222
e

PONTOON @ HAT

 

r- 424 FREEBOARD

 

 

TT Ii tt

 

 

rr

 

 

1. MEWS R.L 036m
PONTOON @ LAT}

LAT RL 0.42m

 

 

 

PN sme 9315 R.C INSITU PILES

QUAY LINE

“HAT R.L 0.68m

_AHD RL 0.0m
LEVEL DATUM
+ -MLWS R.L 0.25m

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ly! CJ Ls 1
' F290 +f
4 SHS 100 cepa
STARTER JETTY WITH STEPS HINGE TUBES
\ SCALE 1:20
B Grichlon EDGE Consulting Ragineen] = THE MARINA SPECIALIST SURVEY DATA} |""""TC & JK St BAKER mE ELEVATION
— Woollngabbo, QLD 4102 | TRADING AS AON 10635119 18 RON PAKSON RES JOxTUM S} Lot 92 (7) WITTA CIRCLE
a eon rs sin @criconedce com “jetty QLD 4561 AUSTRALIA [Rr =|_NOOSA HEADS amon nas a Tg
a - PHONE(O7) S492 8025 FE io DERRNED|“O|”" PROPOSED PONTOON & CATWALK [eye -4zuz) LMM [L-S0 1:20 2

|B | REVISED STARTER JETTY NOW HAS 2 STEPS | Top [25/11/71] sa |MECKED: yy, |RPEQ: DATE: a < DRAWN: CHECKED: APPRO: [ORG No: REV:
REV DESCRIPTION BY | DATE JAPPO GUY 5496 12/01/2022 | ==" SPECIALIST eae TDB ie JSP-SJ-35591 B

 

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

 

 

Page 3

 

 

REINFORCING
FRAME

FOR 16.0m - 17m LONG
1210 INT. CATWALKS ONLY
SCALE 1:25

3 REINFORCED FRAMES TO BE
LOCATED AT APPROXIMATELY
EQUAL SPACING ALONG 17m
CATWALK

 

 

NOTES:

* ALL FRAMING MATERIAL TO BE ALUMINIUM

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.

* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-5.

1970 EXTERNAL STANDARD SIDE PROFILES ee
isp-205 | song INTERNAL SECTION A SCALE 140 s|_JNOT APPLICABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOP CHORD RD / SCALE 1:25 @
HANDRAILS NOTE: BENT END OPTION CAN BE L
; USED ON ALL SIZED CATWALKS 3 UPRIGHT

JSP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm 7.5m MAX:
UPRIGHTS a z CRS WITH 4mm AL. RIVETS & COVERED WITH

DIAGONALS COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10°

9 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIG

HT
EACH PLANK. tr 41m MAY:
JSP-205

rie a | aN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x — t ! ! |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

° NOT APPLICABLE
EXTRA JSP—202 FRAME JSP—002 aes CROSS BEAMS AND LONGITUDINALS > I “I I
— WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 K#— 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) QUAL 13m MAX:
MAXIMUM CATWALK LENGTHS UPRIGHT 2 965
_ ay
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa 1 spacine F=__"TNOT APPLICABLE 4
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m > UPRIGHT 7
7_UPRIGHTS 13.0m 12.2m__|_11.5m 10.5m ‘5m MAX. |
9 UPRIGHTS 15.2m 13,9m 12.5m 11.0m
11 UPRIGHTS 7.7m 6.0m |) 12.7m 11.0m . ; 969,
eT INOT APPLICABLE |

 

 

 

 

 

 

 

 

 

 

 

 

 

| 11 UPRIGHT (BASE BRACING REQUIRED)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17.7m MAX: |
FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm +0.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
> 100mm + 0.5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES ET" CATWALKS REQUIRING 11 uPRIHTS\ SEE STANDARD PIANO HINGE é& LAND ANCHOR DRAWINGS 190 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN < {4
LOW WATER. A ISS |
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS 1 S x ZL 200 GAP
NS lA \ Ss Lh f
‘| ROLLER DETAIL Beet Shs —T
SCALE 1:5 TIMBER DECK
rT 7 TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
-= SSS sess} | Sa = SSS SSeS SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
i i {
i q if
i | 145 ALUMINIUM DECK
1 |
L_| ; JSP—206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
—————s 4 —— / (NO LONGITUDINAL REQUIRED)
/ MN
pan 64 i \ if 7
\ SH EO | 3 = 10
12mm SS PI i Zz Hod 0 X 6 FLAT BAR WELDED TO
\. i | HINGE TUBE & CATWALK END
nN 5 BULL BAR H |
aL
100 |\.670 NYLON ROLLER TO ae. CHANNEL PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. 70 SCALE 1:5
. . CLIENT: TITLE:
EE: ace Consulting Engineers} §=— THE MARINA SPECIALIST TC & JK St BAKER STANDARD CATWALK CONSTRUCTION
Ee “aL 4102 TRADING AS ACN 010633119 18 RON PARKINSON crES |S LOT 92 (7) WITTA CIRCLE
: CORBOUND PARK =
Mob +61 we “0 a QLD 4551 AUSTRALIA |— NOOSA HEADS DATE: UNITS | SCALE: SHEET:
ABN 66 099 997 985 £[email protected] lerouecr. 12/3/03 AS SHOWN 1 A3
W WAX_ LENGTHS AMENDED WA [14/1/21 | TC : PHONE(O7) 5492 5925]1) STANDARD DRAWING an
L issu CHECKED: /, RPEQ: DATE: <x DRAWN: CHECKED: APPRD: DRG No: REV:
ED FOR EDGE ENGINEERS WA_| 9/9/20 | TC ; 51.96 1/01/2021 | = SPECIALIST
REV! DESCRIPTION BY | DATE |APPD MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

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

 

 

Page 4

 

 

 

6 / N16 BARS _-
FULL LENGTH
40mm COVER N.

R6 HELIX —

@ 65 PITCH = -\_| _
eal

315¢ HUMES ~

UPVC FORMER o™~, ca

GRADE N32 --
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND ~
TO WITHIN 300 FROM —
BOTTOM OF PILES —

 

 

 

 

 

 

315 DECK PILE

 

 

6 / N20 BARS
FULL LENGTH
40mm cover \

R6& HELIX

@ 65 PITCH _w

315% HUMES

UPVC FORMER oN

 

 

 

 

 

 

 

 

R6 HELIX

@ 65 PITCH

315@ HUMES

UPVC FORMER ON “4

6 / N20 BARS
FULL LENGTH

& 3 7 N20 BARS
TO 2m OF TOP
40mm COVER

 

 

 

 

R6 HELIX
@ 65 PITCH oN

400% HUMES

UPVC FORMER Ny |

 

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
40mm COVER

 

 

 

 

 

NOT APP

 

LICABLE

 

 

R6 HELIX
@ 65 PITCH NN

400% HUMES

UPVC FORMER Ny |

6 / N24 BARS
FULL LENGTH

& 3 / N24 BARS fd
TO 3m OF TOP 4

40mm COVER er
NT

 

L--1
L--1

L-—T

 

NOT APP

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

  

 

 

 

3158 PONTOON PILE

 

GRADE N32
MASS CONCRETE TT
TO BASE OF PILE 4-

REINFORCING TO EXTEND i:
TO WITHIN 300 FROM ~
BOTTOM OF PILES qo

 

 

 

 

Ta

1
pie Wi: tun wl: ek ween ue: Sn Wie: pe vlen veWui Suiels Siee eee e

 

 

 

315¢ PONTOON PILE

REINFORCING TO EXTEND

 

 

 

 

 

Lp
| !

GRADE N32
MASS CONCRETE
TO BASE OF PILE

WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

400% PONTOON PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

7

 

 

 

400% PONTOON PILE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

61kNm
#6kNm B5kNm 130kNm 172kNm
B GE foowuting renee] = THE MARINA SPECIALIST |)" re & See SIRCLE ME CONCRETE INSITU PILE CONSTRUCTION
; TRADING AS ACN 010633119 18 RON PARKINSON CRES 92 (7
all Woollongabba, QLD 4102 CORBOUND PARK ° NOOSA HEADS 315 & 400 DIAMETER REINFORCED
Mob +61 447 950 427 THE DATE: UNS . SHEET:

ABN 66 099 997 985 £[email protected] | Y¥. QLD 4551 AUSTRALIA |— — 0/4/99 “ sire :
E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC |OMECKED: RPEQ: DATE: = SPECIALIST ee No oe ree g STANDARD DRAWING DRAWN CHECKED: APPRD--TDRG No:
REV DESCRIPTION BY | DATE _|APPD 5496 17/09/2020 || — MA Te | JSP—SD-045

 

 

 

 

 

 

 

 

 

 

 

 

 

A3
.

 

 

Page 5

 

100 x 10 PLATE WITH
32¢ HOLE WELDED TO
EACH SIDE OF FIXED CATWALK

1
=

PILE
tt
oT

HEADSTOCK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

INSIDE END PLATES
‘Smm WIDER THAN GANGWAY-
1650 MAX.

Mi2 S.S BOLT THROUGH
WITH M12 SS NYLOC NUTS
DRILL LUGS #13

   

50 X 6 FLAT BAR END &

IXED CATWALK BASE
JSPO08 CHANNEL BEARER

CATWALK BASE EXTRUSION

 

LUGS WELDED TO CHANNEL

—{ 191

    

 

 

 

 

   
 
  
 
    

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

SY
HT
FIXED CATWALK i! CATWALK JSP 009 ANGLE BRACES WELDED
| TO TUBE & CHANNEL 8
lat 4
ie T 4mm ROLLEPACK GAP BETWEEN PILE T / fi PIANO HINGE SIDE VIEW
& CAP PLATE AS REQUIRED TO SCALE 1:5
JSP-206 HINGE TUBES FULLY SUPPORT ALUMINIUM PLATE 2 / M12 X 65 S.S DYNA BOLTS
492mm LONG TYPICAL FIXING COLLAR TO PILE
PIANO HINGE FIT BOLTS PERPENDICULAR TO HINGE TUBES
4mm ROLLED TUBE OVER PILE WITH 10mm CLEARANCE CATWALK DIRECTION WELDED ALTERNATELY
PLAN VIEW ON DIA INSIDE, CAPPED WITH 6mm CHECKER PLATE FOR H.D.P.E SLEEVED STEEL PILE, TO CATWALK ENDS
SCALE 1:25 WELDED INSIDE & OUT & WELDED TO JSPO08 CHANNEL PROVIDE M20 S.S THROUGH BOLT
DsgISS BAR RUNNING THROUGH H.D.P.E. TUBE
° WELDED TO PILE SLEEVE EACH SIDE
PRIOR TO INSTALLING HEADSTOCK
-—9PILE—]
PROVIDE EPOXY COATING TO HOLES PRIOR
S.S FASTENING SCREW EACH END TO DYNA BOLT INSTALLATION TO
MAINTAIN CORROSION PROTECTION
PIVOT EN TO PILE. REINFORCING END VIEW
‘ HEADSTOCK DETAIL ©)
SCALE 1:25
. 1
|
I
LL See DETAR CONNECTION THIS DRAWING IS SUBJECT TO COPYRIGHT AND
CANNOT BE REPRODUCED IN PART OR FULL 1
OR PASSED ON TO A THIRD PARTY 1
WITHOUT THE WRITTEN PERMISSION OF |
THE JETTY SPECIAUST. =P |
I ELEVATION
° SCALE 1:25
NOTES:
ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
ALL BUTT WELDS TO BE FULL PENETRATION.
ee ALUMINIUM TO BE GRADE 6351-15.
ALL BOLTS & FITTINGS: TO BE 304 OR 316 STAINLESS STEEL.
THE MARINA SPECIALIST Cerd CUENT: TC & JK ST BAKER TITLE: )
TRADING AS ACN 106331192 INDUSTRIAL AVE SPENE x 151 074 202 LOT 92 (7) WITTA CIRCLE HEADSTOCK é& CATWALK CONNECTION
THE CALOUNDRA Cardno (id) Py Lid ph (07) 3369 9822 NOOSA HEADS
E /10/10 DYNA BOLTS REPLACE THROUGH BOLT SP QLD. AUSTRALIA 4551 | Trev 1, § Gordner Close, Miton 4064 Faayton sseaiara : DATE: WING NO:
p ane See CERO TaSIN W/su aR PHONE (07)5492 5925 P.O, Box 388, foomeny 4066. Email; [email protected]} | PROJECT: AS SHOWN 25/7/01 JSP—SD-040
B_ 16/9/02 JAMEND HEADSTOCK DETAILS SH FAX (07),5492 6699 | [CHECKED: yy R-P.E.Q. DATE: DRAWN | CHECKED [DIMENSIONS A3
(REV DATE AMENDMENT REQ) SPECIALIST SIS Nn6°7 19.00 STANDARD DRAWING MA MILLIMETERS E vw)

 
 

 

 

 

 

 

 

 

 

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

M20 SS BOLTS SECURING
PILE BRACKET TO
PONTOON FRAME TRACK

SECTION-A
SCALE 1:10

100 x 12 FLAT BAR BOLTED
TO PONTOON FRAME WITH 2
x M20 SS BOLTS

 

 

ENCLOSED 6 ROLLER
CAGE BRACKET

 

 

 

ENCLOSED 6 ROLLER

 

 

  

CAGE BRACKET

 

 

 

 

 

  

6mm ALUMINIUM TREAD PLATE

 

 

 

rT PFT
allel
go ep ee
ip
JSP—208
PONTOON FRAME
SIDE VIEW

100 x 12 FLAT BAR

M20 SS THREADED BAR
TAPPED & FULLY WELDED INTO
40 x 10 REINFORCING PLATE

OVERLAPPED BOLTED CONNECTION WITH
M20 SS BOLT THROUGH BOTH BARS &
INTO PONTOON FRAME

 

 

 

750
CLEAT FROM |
100 x 12 FLAT BAR JSP-208
7] 190 f-
PONTOON FRAME
— 8 Of
_ \o oS Tr
\_ S

 

 

 

 

 

 

 

6mm PLATE GUSSSET
TO BOTTOM CORNER
BOTH SIDES

700
500

20mm_ CLEARANCE
TO PILE

 

 

 

 

 

 

 

 

6 ROLLER BRACKET

   
 
 
 
 
  
  

 

665

PLAN VIEW

_

FIXED WITH 12 x M12 SS BOLTS

 

 

 

 

 

 

[ 400

50 x 6 PL LUGS WELDED TO TOP
EDGE OF FRAME TO FIX 6mm AL.
TREAD PLATE INFILL WITH M12 SS
BOLTS TO EACH LUG

JSP-209 FLAT BAR
SURROUND FRAME

SNAP IN FENDER

R300 ROLLED FRAME CORNERS

 

  

 

SECTION-B PILE WALL

SCALE 1:5

ALL ALUMINIUM WORK TO COMPLY WITH AS1664
ALUMINIUM TO BE GRADE 6351-15
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 8 CFW UNO
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

NOTES:
*

x KKK KH

ULTIMATE LOAD CAPACITY = 26kN

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

 

aE

ABN 66 099 997 985 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOUND PARK

Crichton EDGE Consulting Engineers|
ist Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

 

CHECKED:

 

 

 

 

 

 

 

 

REV) DESCRIPTION BY | DATE _|APPD|

 

RPEQ:

 

a
THE ett QLD 4551 AUSTRALIA
“™T PHONE(O7) 5492 5925
== SPECIALIST (07) 5492 6699

DATE:

5496 14/09/2020

 

 

AS 1100

TITLE:

ONT TC & JK St BAKER PILE BRACKET CONSTRUCTION TO SUIT

 

 

 

 

 

 

 

 

 

LOT 92 (7) WITTA CIRCLE 9315 PILES & 6 ROLLER BRACKET
NOOSA HEADS DATE: UNITS. [SCALE: SHEET: A3
PROJECT: 23/09/2019 | MM 1:10 1:5 1 OF 1
STANDARD DRAWING 3/0 (2018 APPRD: |DRG No: REV:
TDB Pc. | JSP—SD-102-1 A

 

 

Page 7

 

 

 

BOLTED TO 50 x 10 ANGLE
(ANGLE WELDED INSIDE EDGE)

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED WITH 1.5mm HDPE SHEETING

ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

 

 

 

 

joa FIT FLOTATION BLOCK TO FRAMEWORK 375 FOAM
PRIOR T! - DECK ne,
FREEBOARD a 0 ae “t THICKNESS f =
Za = a
Voif Por] 8 |
(<=> coed l
| 4880 | ‘
SCALE 1:50
CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG ** NOTE

1200
PLATE

3000

200
TE

1
PI

—

  
 

PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 2 x M20 S.S BOLTS

ALUMINIUM CLEATS

-

 

 

 

 

 

 

 

 

 

N

 

7

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

 

 

— 550 PL re
f
|

JSP—400 RHS PONTOON FRAME

TO FRONT & BOTH Ns

5000 TO 12000 co
** LONGITUDINAL BEAMS @ 2405 CRS

100 x 75 x 2 AL. RHS A

 

 

 

'
{
1
iT (2405 PLATE LENGTH) _|

** 2405 CRS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

——

 

M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE

J JSP-305 RHS PONTOON FRAME NN
TO BACK SIDE ONLY ~

\_100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS @ 400 CRS | (
1

PLAN VIEW
SCALE 1:50

COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING \

 

100 x 75 x 2 AL. RHS
WELDED BETWEEN
LONGITUDINAL BEAMS

 

 

   

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

100 x 75 x 2 AL. RHS
TRANSVERSE BEAMS

  

104

oS | gg |
END ELEVATION

SCALE 1:50

MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm
BASED ON STANDARD PLATE SIZES & AVAILABILITY

+ ;>—~_ 4mm ALUMINIUM DECKING PLUG WELDED OR
| RIVETED @ 250 CRS TO FRAMEWORK & COVERED
{lu WITH COMMERCIAL OUTDOOR CARPET
T ‘

 

STITCH WELD DECK
& JSP—303

PvC SNAP IN
FENDER

CONSTRUCTION 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 AS1665

ALL WELDS SHALL BE 4 CFW UNO

ALL BUTT WELDS TO BE FULL PENETRATION

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 LIBERAL COATING OF DURALAC
APPLIED TO ALL CONTACTING SURFACES

* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER

KH RH HH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OO * MAX. WAVE HEIGHT = — 0.5m
Oe anna “+ a arene a= * PONTOON LIVE LOAD — 3kPa
x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5KN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN 100 x 100 x 2 AL, RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
x x “
SECTION-A a LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
= a Er Crichton EDGE Cansuting ngoees] = THE MARINA SPECIALIST ||P!" TC & Jk St BAKER me 3m WIDE ALUMINIUM DECK PONTOON
Woollongabba, QLD 4102 Tone ACN 010633119 vA Lemar CRES |5\ LOT 92 (7) WITTA CIRCLE 5m TO 12m LENGTH
Ph: +61 7 3367 3570 THE QLD 4551. AUSTRALIA [= NOOSA HEADS ae OWS [SCE a aaZ
ABN 66 099 997 985 [email protected] e PROJECT: . A3
: - MEY PHONE(7) 5492 5925 | : [09/08/2021 | wm [1:50 1:5 |
|_| CHECKED: ~]RPEQ: DATE: SPECIALIST <x STANDARD DRAWING BRAWN: — CHECKED: APPRD: [ORG No: REV:
REV] DESCRIPTION BY | DATE _[APPO) 5496 11/08/2021 — 10B JSP-SD-206/8 A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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