Body Corp for Noosa Quays - Plans · OPW19/0048

Page 2

 

 

NAVIGATION CORRIGOR

~~ TFNDER RUBBER

 

| 9900 |

 

 

CAST ALUMINIUM

TO ALL ~~ E MOORING a

~B794 |
I

WATER ALLOCATION BOUNDARY |

 

 

 

 

 

— — ce = |
i PONTOON [- 2000 — g |
i
LADDER !
— - =| il | | |
|
|
| |
#400 130kNm |
R.C INSITU PILES |
Ran | | |
! a5, se | |
j | +- |
}—-APPROX Low LOW Ware ‘Mr j -~e ; g |
! i oe
— ee Le po — [— wae + aa —_——
ee ees TT | 2 |
~~ Se 8 } So
~~ 8 ; 2 |
4 Ste! a t s |
EXISTING PONTOON/PILES/CATWALK by a
TO BE REMOVED BY OTHERS | |
; i

STANDARD PIANO. HINGE
CONNECTION TO EXISTING
sTePs / ABUTMENT BLOCK

 

 

EDGE FACE-BOTTOM STEP

|

so

\

 

fo 00s9
I

 

 

 

 

HWM~-PROPERTY BOUNDARY

 

 

 

 

NOTES:

Existing structures shown in approximate position

DESIGN_LOADINGS:
LIVE LOAD:
Catwalk — 2.0kPa

BERTHING:
Moximum wet vessel length ~ 11.0m
Moximum wet vessel beam — 4.3m

 

 

EXISTING STEPS/ABUTMENT aioe.

 

 

 

 

SIDE EDGE OF STEPS-———

| | BOUNDARY

 

TRADING AS

 

 

ARE DATE AMENDMENT

REQ

 

 

 

 

 

 

THE MARINA SPECIALIST

ACN 010633119

ietty_

== SPECIALIST

2 INDUSTRIAL AVE
CALOUNDRA
QLD AUSTRALIA 4551

PHONE(O7) 5492 5925
FAX (07) 5492 6699

 

 

4 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

 

 

 

 

LOT 0 LAYOUT PLAN
BUP 9869 SCALE 1:100
Sunshine Coast Office) (CUENT: BODY CORPORATE FOR NOOSA QUAYS) TITLE: LAYOUT PLAN

FM PER Etna nent certiniasai LOT 0 (4) QUAMBY PLACE

ENGINEERING Probar di Moculebe id 457 NOOSA _HEADS SCALE: DATE DRAWING NO:

AGW 172761510 ABN 24112761510 = ee | -_ PROPOSED PONTOON & CATWALK 1100 23/01/2019 | JSP—SJ—32001
CHECKED —_ PQ. DATE: BRAWN = JCHYCK1 [CHECK2 | DIMENSIONS | ISSUE,
( 7 =< ZZ, 699% |S-2- 19) 108 ie . MILUMETERS AS

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

 

EXISTING STEPS;
BOTTOM STEP ~R.L 2.3m

 

EXISTING ROCK WALL

STANDARD PIANO HINGE
CONNECTION TO EXISTING
STEPS / ABUTMENT BLOCK

 

APPROX BEACH PROFILE

ELEVATION DETAILS
SCALE 1:50

CATWALK ot LAT

TOP OF PILES RL 3.2m

 

 

  
  
 

“PONTOON AT FAT 3

we bee A. - ean nnn een nnn rennet cee MHWS R.L 036m

THE JETTY SPECIALIST

 

7

+> HAT RL 0.68m

AHD R.L 0.0m LEVEL DATUM

 

 

 

 

9400 130kNm
R.C INSITU PILES

4000 MIN EMBEDMENT
INTO FIRM TO STIFF CLAY

 

 

 

 

MLWS R.L 0.25m
+ LAT RL 042m

 

IN PART OR FULL OR PASSED ON TO_A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST Sunshine Coast Office) (CLIENT: BODY CORPORATE FOR NOOSA QUAYS} TITLE: ELEVATION ~
TRADING AS ACN 010633119 2 Reus ANE FE M P R FE Level 2/13 Norval Crt Maroochydore Qld LOT 0 (4) QUAMBY PLACE
THE jetty. GLD AUSTRALIA 4551 ENGINEERING ton tb Make 4st NOOSA HEADS SCALE: Pa: 01/2013 DRAWING NO:
AGH 112761510 ABN 21112761510 [email protected] PROJECT: 1:50 JSP~—SJ—352002
SP ECIALIST. a won 3492 one CHECKED: 5 likes DATE: PROPOSED PONTOON & CATWALK Je ome CHECK® | DIMENSIONS | ISSUE 3
\REY_DATE AMENDMENT oy = C WT G40 |S.a-lg 108 MILLIMETERS A3)

 

 

 

 

 

 

 

 

 

Page 4

 

 

1370, _______ SECTION A STANDARD SIDE PROFILES Pr - ar, a1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

EXTERNAL ox
- 1210 TYPICAL ALL CATWALKS SCALE 1:100 2
TOP CHORD / sale INTERNAL SCALE 1:25 S| e
UPRIGHT
7 NOTE: BENT END OPTION CAN BE | W |
Jsp=202 \ Seam ALUMNI PUTE Foe 0 lai ar 250mm USED ON ALL SIZED CATWALKS
mm “
UPRIGHTS & DIAGONALS | 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10" nN
9 lb TREATED & DRESSED F1? HARDWOOD PLANKS FIXED
@40 WiTH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS ~
EACH PLANK, ee
JSP-205 ' : \
BOTTOM CHORDS 4 | |
So
& \
JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS tL
WELDED BETWEEN ALL CROSS MEMBERS FOR W |
CATWALKS WITH TIMBER DECKING. | : : |
(1.5kPa & 2kPa LIVE LOAD ONLY) a :
“ 2
&oNE a oe aia mae
MAXIMUM CATWALK. LENGTHS 7
LIVE DECK LOAD] 1.5 kPa 2kPa ) 3kPa 4kPa 7 is,
ome MATERIAL TO BE ALUMINIUM cue im Bio Bore 2m — 7 UPRIGHT _!
* AiL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m —*1 1000 12006
+ AL SS STEEL WEIDNG WN ACEOROWCE WOH AS. 185+ = [7 UPRIGHTS | 13.0m 12.2m_|_11.5m 10.5m FOUAL
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-T5. 9 UPRIGHTS 15.7m 13.9m 12.5m 141.0m > UPRIGHT — : : \ : ; : py
TABRCATON <2" WACHNNG ~ UP TO 10mm 0.1  (L1_UPRIGHTS | 16.8m 14.7m | _12.5m 14.0m_} _ SPACING : eo
> 10 TO 100mm +0.2 =
a

 

> 100mm + 0.5 ee

ALL ANGLES +1° A} |

* 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 10 DRAWING OFFICE FOR REVISION cae area ae Cae wee
ROLLER DETAIL SEE STANDARD PIANO HINGE & LAND ANCHOR memes 7 =i
i SCALE 1:5
~ F200 ox
U
|
| |
i JSP-002 ANGLE CROSS BEAMS (1.5kPa & 2kPo LIVE LOAD ONLY)
peat ee ese L we be eee eee @ 600 CRS WITH CENTRAL LONGITUDINAL FOR TIMBER DECK OR TYPICAL BASE DETAIL
4 50 X 2 SHS CROSS BEAMS @ 400 CRS SCALE 1.100
WITH 3mm AL. PLATE. DECK
145
——————— YT 7 JSSP-206 HINGE TUBES
: \ F
64 t i —® ‘
12mm SS PI 7 SA . ccssd
w I = 0X 6 FLAT BAR WELDED TO
SEics =~ HINGE TUBE & CATWALK END
. —lLes5 ULL BAR
100-——~! |\._ 670 NYLON ROLLER TO eK. 4p CHANNEL
127 EACH SIDE OF CATWALK, PIANO HINGE DETAIL

 

 

 

~ SCALE 1:5
THE MARINA SPECIALIST - Bory Corp &Q NOOSA Avery] TME: STANDARD CATWALK CONSTRUCTION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE

ioT c(¥) QMVEY Pp
RALS — JSP-002 THE CALOUNDRA Carcna (Cd) Pty tied toT ¢ ( ) c

hs
ONG GHUDNALS BC CROSS ; N@
TABLE & NOTES ALTERED ENG QLD. AUSTRALIA 4551 | treet 1,5 ' OSA HEAOS G_NO:
a OEE HED is? ap PHONE (07)5492 5825 | [PB 388 Town SO Ei PROJECT; STANDARD DRAWING sens rae 2/3/03 JSP—GW—006
IONS. FAX (07) 5492 6699 ; Q. i DRAWN A3
REQ SPEctALCOST x - NHW PMLLIMETERS J J}

Sarde sow os: 07 202

 

 

 

 

 

 

 

   

!
H
G
FE
E
6
c
8
\ne

 

 

 

Page 5

 

fe100+}

 

 

 

 

405+}

 

 

os
‘
|
= =orik

aa

 

EF Os

Ha
Wu
Wy
ln
Hu
Wil
uel

 

 

 

 

 

 

 

 

 

80 X 1006 X 10 wasnert

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH
SS BOLTS

M20

100 X 12 CLEAT

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET

r

t

|
ea "i t
Eo

SECTION A

as $.S BOLTS SECURING
ILE BRACKET TO
PONTOON FRAME TRACK

 

80 X 100 X 10 WASHER

[’ BEHIND CENTER NUT

M20 SS THREADED BAR
TAPPED & FULLY WELDED INTO

 

l-—150—~|

 

40 X 10 REINFORCING PLATE

 

oe
&

 

an

je---7

 

FIXED WITH 16 Ml2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER

S50 X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME

    
   
   
 

 

o
LL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

400

 

775

 

 

 

 

 

 

 

 

 

 

sen TREAD PLATE
OLTED ONTO FRAME

WITH [email protected] BOLTS

 

 

 

 

 

 

 

 

 

SP-209 FLAT BAR
SURROUND FRAME

NAP IN FENDER

 

 

 

 

 

 

 

300 ROLLED FRAME CORNERS

 

6mm AL. TREAD PLATE 7 ~
1 oO
~_ 4
,
: om Cc
a SECTION B
— SCALE 1:5
“PILE WALL

 

SIDE VIEW

HDPE. SLEEVE

  

 

 

 

 

 

 

 

 

 

 

 

 

NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 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 WELOS TO 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 LIBERAL COATING
LANOCOTE APPLIED TO ALL CONTACTING

OF DURALAC OR
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 +1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

Anis 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 CHEN: BOSY CokP Fog Nos gvAYS] ME: PILE BRACKET CONSTRUCTION TO SUIT )
TRADING AS Gardno co: 051 074 902 ANABY
ON ACN 010633119 2 INDUSTRIAL AVE Carin (te Pt Lor (4) Qui PL 400¢ - 450¢ PILES & 8 ROLLER BRACKET
E hele O/OPEATA ROLLER BRACKET BOLTS. ADDED] ENG QLD, AUSTRALIA 4SS1 | lie 1, 5 rr Cs ton 42 ae NooSA HEADS SCALE: ATE: DRAWING. NO:
D 15/6/08 | WASHER, TO. CENTER BOLT ADDED oe rp PHONE (07)5492 5925 | |P.2- 86x 388, Toowong 4066 Email: [email protected]) | PROJECT: STANDARD DRAWING 110 1:5 26/6/07_| JSP-SD-142
B 13008 DECK PLATE DETAILS CHANGED uSP FAX (07) 5492 6699 Ee On La R.P-E-Q. DATE: DRAWN | CHEGKED [DIMENSIONS ISSUE
Xno}_ DATE AMENDMENT iSSUE/ SP eo TA LST Cn bln \eez 21-10 ~05 SYSTEM 2006 MA ‘&. MILLIMETRES E A3)

 

 

 

 

 

 

 

 

 

Page 6

 

 

6 / N16 BARS

FULL LENGTH—\\

40mm COVER

R6 HELIX

@ 65 PITCH

315¢@ HUMES
UPVC FORMER \

we) .

GRADE N32
MASS CONCRETE |
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM |
BOTTOM OF PILES

 

1
1

Aon
4 v
44
‘
‘
aL

apa)
\
4
1

+
\
4.

y

4b
Matt
hor kut

‘
1

mat mamta
\

1

 

 

 

 

 

 

315@ DECK PILE
46kNm

 

 

 

 

6 / N20 BARS = tt
net ‘eaves \ R6 prc | bt
mm i @ 65 PITCH ma
aa i 4008 HUMES cor
R6 HELIX a4 315¢ HUMES a UPVC FORMER ~~ “TI
@ 65 PITCH N\A UPVC FORMER |i as
a4 TI 6 / N20 BARS |j 7.
Ti+ ae FULL LENGTH | {jy i+4-
315@ HUMES aie 6 / N20 BARS [ict & 3_/ N20 BARS | -H
UPVC FORMER) \ |i FULL LENGTH TH TO 3m OF TOP \
me & 3 / N20 BARS |}++1 40mm COVER |X--++7
Tt TO 2m OF TOP \Hid eet]
aS 40mm COVER Nit cnet co
BS tf i ev ha
werd wi ce
GRADE N32 | t-+ GRADE N32. [iT GRADE N32 | +74
MASS CONCRETE 7 MASS CONCRETE (7417 MASS CONCRETE} i177)
TO BASE OF PILE “ito TO BASE OF PILE “iti TO BASE OF PILE \WtTT!
a ey Kh

ae pee aon

tte nd Lier
ame Het hel es
Ler HT) bt
1 4 bied-t1 1
REINFORCING TO EXTEND [i <j} REINFORCING TO EXTEND eee REINFORCING TO EXTEND [i713
TO WITHIN 300 FROM J i[7) TO WITHIN 300 FROM |i TO WITHIN 300 FROM) ) 1)
BOTTOM OF PILES ‘\i/-4 BOTTOM OF PILES ‘ire BOTTOM OF PILES Wii

 

 

 

 

315¢@ PONTOON PILE
61kNm

 

 

 

 

 

 

 

 

 

 

 

315¢ PONTOON PILE
83kNm

 

 

R6 HELIX rtd
@ 65 PITCH “C1

 

 

 

 

 

 

 

 

 

400¢ PONTOON PILE
130kNm

 

 

 

 

THE MARINA SPECIALIST

TRADING AS

ACN 010633119

2 INDUSTRIAL AVE

lat o (4) QUAMAZ PL

“ fooy Copp FoR Nooka tHEacd IME

315 & 400 DIAMETER REINFORCED
CONCRETE INSITU PILE CONSTRUCTION

 

 

ee QLD, AUSTRALIA 4551 NOOSA HEAOS a os PA 0/4/99 DRAWING NG:
PHONE (07)549: PROJECT: 7 JSP-SD-045 __-
is Jeet FAX & 2 0800 veiw’ DRAWN | CHECKED [DIMENSIONS ISSUE
RF SPE eT ACS T wa [AA | wauuerers C IAS)

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

RECTANGULAR PONTOONS

 

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

2-89 FRP REBARS IN TOP

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM! -8¢ FRP REBAR oe CRS EACH WAY
[j=>—— 8000 To S000 UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: f 7000 | }--s00 s00—f = 8000 TO 15000 = 500 sof 8000 TO 15000 = bso
resaseeasecato a J a T ee URE “Te, hy I Ay
+
a5 83 8 BS I at BBs gz I ttre a& 23 I 1-208 FRP REBAR IN BOTTOM
ceeseeseeess}7 | { |-#=sses2=556 r-i-F 8 = 4b = =sss555==}7 | | wat | OF ALL BEAMS 20 MIN, COVER
' w ! i t TYP BEAM DETAIL
a 8000 TO 10000 wt 68 FRP UGS - 300 CRS" oq || SCALE 1:20
500 500 | Le _. Le — LK 08 Pehle FRO oe ae
wt ot ham FR sedi ser
Poteet gh & NOTE: | eS | Sa 320mm MIN.
i we i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS g Bu sr Ol |
7 ‘< Jl ae s LESS THAN 8000 IN LENGTH 83 388 nore BRAC tl g 4 i = Tr Soren aM ATES RETSEA ap
TTS SEEN TB -~PPY bo. a. 380 — 400 a — ie
i i Yr STANDARD FREEBOARD 8? FRP LGS-300 |
l | FOR FLAT DECK PONTOONS ane 05 i on
[+ 10100 To 15000 ans STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _ a | WATER LINE Le. & . 1
EQUAL NOT TO SCALE
500-7 [sean “| pF 500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION re ee ea 50 TYP
| | Qe | T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 130 CRS EACH WAY
FS aE = = 3 1-206 FRP CORNER BAR] 1-206 FRP REBAR
4 1 Sa iJ 32 7 AT ANY BEAM INTERSECTIONS LAP ANY JOIN
bee eae dee tlhe ee LS 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
EE | bed TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20¢ FRP CORNER NOTES:
i A BOAT PONTOONS BARS TO ALL BEAM INTERSECTIONS All concrete work to comply with AS3600. Ail concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 25mm minimum. a
== =o so Reinforcin e be minimum of 8mm FRP bars at ¢50mm centres in each
direction U.N.O. a
I 108 $.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm All 8¢ bar laps to be 320mm.
i Rt STERD Bd fLRUE ! SSR NG CITI, \7 Moe oem eo Om
PONTOON }PONTOON WIDTH |PONTOON WIDTH T 150 4! u Zo
—~4A5y | @mMinimua i? i. “add $08 dep 2 2% 2 Ls 2 LU LL LLL LL Lo. LL Le i Al aluminium werk to comply with AS1664. All welds to be Smm CFW.
LENGTH | 3.5m ~ 4.5m 3m MINIMUM L E Ll ee PTfJL LLL All butt welds to be full penetration, Aluminium to be grade 635t-T5.
15m 3.5 2.8 | \ Surface of aluminium in contact with concrete to be coated with zinc
. . cramate primer or equivalent.
14m 3.25 2.75¢ ISP-208 1 |, II FLOAT A BOAT RAMP FORMED INTO PONTOON DECK cport Fabrication tolerance  Smm. ;
12 3.0t 25t FOR PONTOON SIDES WHERE ANY PILE 1 | ! oN All bolts and fittings to be 304 or J16 stainless steel.
a ; ~{ BRACKETS, ACCESSORIES AND OR PONTCON «= by | 86 FRP|REBAR 200mm CRS EACH AWAY NT .
10m 2,75t 2.34 KOE” CONNECTIONS ARE REQUIRED x rat WS Flotation to comprise of grade SL expanded polystyrene foam with
¥ r approved protective coating. The approved protective coating for the 2
gm 2.4t ee? | | PA 4 / 86 FRP REBAR pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t nl 1.8t ty yf = PLAN VIEW is suitable for the marine environment. “
l |
im tat_* 1.5t Uh, Pontoons with Float-A-Boat ramps to have dry stored boat fully winched
6m 1,5t 1.3t sol ; | ies Ty onto pontoon with tm clear at rear.
sm 1.0t 0.3t ' i This pontoon facility has been designed to comply with all relevant
l
t

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

(-770 STANDARD OVERALL

450 STANDARD FREEBOARD
[ F.A.B PONTOONS
{

 

WATER LINE

 

 

 

 

 

 

ATER LINE | | EN DD Ube nese cece epee eee ee eee ST
PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
FOAM FLOTATION. UNIT pal 2 sce MA WE ac: 300mm, z
80A) mm. a
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41. m/s. Re:
THE MARINA SPECIALIST sunshine coast office) (CUENT: Zoo Co2P Fae NooSA Hf 40S] MME PONTOON CONSTRUCTION DETAILS
Tone ASN OIOSSSIIS 2 NOUSTRA. AE FMPLRE £5 Bnd ohn wT © (4) QUAMEY PL FRP CONCRETE REINFORCING
has do. misma 4851 | | ENGINEERING — roterto' Mei 351 Noosa HEADS Som Pea e Pee
AGH 112761510 ABR 21112761510 a ipireengineeting.com.as PROJECT: AS JSP—SO~212
B |2i/ti/1 AL TS Jeeta x & en “5099 CHECKED; 7" 42, -PEQ, Val ae DRAWN | CHECKED [DIMENSIONS E A3

o|_ DATE AMENOMENT issu spectatt st fp Le. [EP [kl WA B J)

 

 

 

 

 

 

 

 

 

 

 

 

FLOAT A BOAT RAMP OPTION

SCALE 1:50

ftom LARBLE

-f- + L 4. a wrsngargegeesrarpesa- eee id foe cies er ew ee ces ee ee wa
FOAM FLOTATION UNIT

exceed 15°.

 

 

Australicn Standards. The pontoon will be stable ot all times. The pontoon
has been designed so that when the specified stability live load is 5
distributed over half the width of the pantoon and over the walkway; there?
is not tess than 75mm of reserve freeboard; the bottom corner of the ¢
pontoon does not emerge from the water, and the angle of tilt will not

MAXIMUM DESIGN UVE DECK LOADING: 3.0 kPo. (Structural & floatation)
1.5 kPa (Stability unrestricted access) ¢|
2,0 kPa (Stability restricted access) ul

 

  
    
   

4
oa}