16394 Cert Dwgs · OPW19/0242

Page 2

PONTOON P1 PLAN     SCALE 1:40




  SECTION A - A   SCALE 1:25


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

11000
+-500 | 3013 3013 3013 1461
CAST ALUMINIUM ROUNDED |, | 200 500 MAX 200, if aE oO
CORNER BRACKETS THIS. TYP No 8 HEAVY DUTY TYP x
END (2 No.) MOORING CLEATS = LONG, Smm DOWN FROM
A rT | TOP OF FRAME (TYPICAL)
i 1
hd arn ars Ags 17 é
N | { *
| { { { { { { { { { { { { { { { { { { { { { { { { { { { { { { { “he { { i 3}
3
LONGITUDINAL STRENGTHENING BEAM ( s
s ——t
Z He Mié FRAME TIE BOLTS x 300 LONG TO 1 LAYER OF c | if
Wy FULL PERIMETER OF FRAME AT 500 SLB2 FABRIC - LP 3
AWD $90 ELBOW THROUGH DECK CRS. U.N.O. TIE FABRIC TO BOLTS NO Th
e f= 2N16 EDGE BARS x 2600
z JE Sy tf} 90 TEE THROUGH DECK és LONG BEHIND HINGE
° [1 VEL 0 CONDUIT LL o
3 H Cub TCE TTT TTT STITT TITS TIT TT ITT IIT I TITS TTT ITI ITT TT TTI ITT STITT TTT T ITIL ITT T TTT IIIT STITT II=t =A 28
z OL SSS SSS SSS rr a
ee H+ FRAME TIE BOLTS =H
S AT 250 CRS, FRAME TIE BOLTS AT
YELL 750 CRS. ON HINGE ENO —~-LL] g
| L-—— ano eve Bars Il 3

x 1600 LONG 2N16 EDGE BARS x 1250 LONG TH
LONGITUDINAL STRENGTHENING BEAM

1500

IL.
460

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

: xs] | = P| | jee —s
4 XY ! i
L |
A FRAME TIE BOLTS AT 250 CRS Ss
&
CAST ALUMINIUM SQUARE CORNER
BRACKETS THIS END (2 No.)
2763 3013 3013 2211
10300 700 —

 

 

PONTOON P11 PLAN - scate 1:40

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3000
ELITE SERIES ALUMINIUM 50 MPa CONCRETE DECK
PONTOON FRAME M16 TIE BOLTS x 300 LONG TO FULL 1
PERIMETER OF FRAME AT 500 CRS SL82 FABRIC,
\ UNO, TIE OR WELD FABRIC TO BOLTS 50mm TOP COVER |
'
wn a F i Fr al
= Ee 1 _4 8
a) R10 LIGS AT 300 CRS. 30 COVER os
= es
+ a8
= 4N16 LONGITUDINAL BARS oe
WATER LEVEL [} 2 oS 300--| 0 Le
a
2
g
q \ ) |
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
SECTION A -A © scaLe 1:25
PROJECT
No. DATE REVISION DRAWN B ATLAS MARINE INTERNATIONAL DATE PROPOSED PONTOON CERTIFIED
TRADING AS e SUPERIOR® 25/07/19 ore rie PONTOON P1 CONSTRUCTION DETAILS MARK WICHLINSKI
SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING NO: CATALINA a~ i
ADDRESS Mh. )
SILAS EAA RSRNATIONAL PTY, LTD Mall Address: P.0. Box 202 Labrador 4215 | | 16394-D02 172 GYMPIE TERRACE iy | WAe a
NO PART OF THIS DOCUMENT BE COPIED, yy F
REPRODUCED. STORED INA RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE Az b (Gy US MM,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS: Ph: (07) 5594 8200 a
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE NFER NO 032290

 

 

 

 

 

 

ATLAS MARINE INTERNATIONAL PTY, LTD. Email:info@superior jetties.com \ MFO MW. A3B AS NOTED RPEQ: 1643, RPB: EC36234 J

 

 

 

Page 3

  PONTOON P2 PLAN            SCALE 1:40




SECTION A - A   SCALE 1:25


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

25 x 25 x 3 ANGLE GATE 11000
Teng oon BONN com 1461 3013 3013 3013 500
TOP OF FRAME (TYPICAL) ty 200 500 MAX 200 CAST ALUMINIUM
o TYP UNO. [tO 8 HEAVY DUTY TYP ROUNDED CORNER
Ss A r MOORING CLEATS BRACKETS THIS
END (2 No.)
rig 7 J a C
S x) orm |
ey tli Tre , |_| se
+3— ii { { { A { { { { { { { { { { { { { { { | { { { { { { { { { { { { { { {
8
3S LONGITUDINAL STRENGTHENING BEAM
S +— | 5 M16 FRAME TIE BOLTS x 300 LONG TO
gs Hr 1 LAYER OF FULL PERIMETER OF FRAME AT 500
i | 1 E = SL82 FABRIC CRS. U.N.O. TIE FABRIC TO BOLTS “4
| | FRAME TIE BOLTS AT
I L 250 CRS, ON HINGE END #90 CONDUIT L
gS ¢ b : s
a8 Fee °
| $90 TEE THROUGH DECK
4 | 90 TEE THROUGH DECK |
S— |] | Lani evce Bars
3 ' | x 2600 LONG 2N16 EDGE BARS x 1500 LONG
sf tl LONGITUDINAL STRENGTHENING BEAM
+3 | | —— t f t t t t t t t t t t t t t t t { t t t t t t t t t t
tit bee | fee | «| | |
t Cr
s A L FRAME TIE BOLTS AT 250 CRS
CAST ALUMINIUM SQUARE CORNER
BRACKETS THIS END (2 No.)
|
™ 3013 3013 3013 250
10300 100 —=|
PONTOON P2 PLAN J scate 1:40
3000
ELITE SERIES ALUMINIUM 50 MPa CONCRETE DECK
PONTOON FRAME M16 TIE BOLTS x 300 LONG TO FULL 1
PERIMETER OF FRAME AT 500 CRS SL82 FABRIC,
| UNO, TIE OR WELD FABRIC TO BOLTS 50mm TOP COVER
|
wn E F n F wl
g ae t 4 2
2 R10 LIGS AT 300 CRS. 30 COVER od
+ 8
A x 4N16 LONGITUDINAL BARS «
WATERLEVEL FS oo 300 po k-
2 TCS
a
8
a
q \ / {
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
SECTION A-A | scale 1:25
PROJECT
No: DATE REVISION DRAWN B ATLAS MARINE INTERNATIONAL DATE PROPOSED PONTOON CERTIFIED
TRADING AS e SUPERIOR® 25/07/19 ore rie PONTOON P2 CONSTRUCTION DETAILS MARK WICHLINSKI
SUPERIOR JETTIES CLIENT CONSULTING ENGINEERS PTY LTD
DRAWING NO: CATALINA 0» i \ 0
ADDRESS Vi + }
ATLAS HARSE ATERNATIONAL PTY, LTD Mal Address: P.0. Box 202 Labrador 4215 | | 16394-D03 172 GYMPIE TERRACE X| ) Vv /
NO PART OF THIS DOCUMENT MAY BE COPIED, A | Wy US ‘N
REPRODUCED, STORED IN A RETRIEVABLE SYSTEM REVISION NO: NOOSAVILLE SAN 4
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph (07) 5594 8200 Fr ee c
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE Jo 832296

 

 

 

 

 

 

ATLAS MARINE INTERNATIONAL PTY, LTD. Email:info@superior jetties.com \ MFO MW. A3B 1: 100 RPEQ: 1643, RPB: EC36234 J