Murray - Plans · OPW18/0056

Page 2

 

PROPERTY BOUNDARY

STANDARD PIANO
HINGE CONNECTION
TO EXISTING JETTY:
BOLTED THROUGH
DOUBLE JOIST ~ nee

CATWALK
AT HAT

 

TOP OF PILE RL 3.0m

 

 

 

 

TOP OF REVETMENToo——=—Ss«édss sss SSSe SESS SESEEoracStiesteh

 

 

 

__QUAY LINE

 

 

WALL APPROX RL LO ™ ESS Pom rrr nnn nnn nn nn

 

! JETTY PILES

  

  
   

ON ce yeneMr WALL : hoe
EXISTING 20 AR :

 

PONTOON @ HAT

[email protected].

 

 

 

 

 

 

 

 

 

‘HAT RL 068m
“MHWS RL 0.36m

*AHD RL 0.0m LEVEL DATUM

“MLWS RL, -0.25m
“LAT RL. -0.42m

THIS DRAWING IS SUBJECT TQ COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED_ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

   

 

 

 

ei

[t—__
5
Zs B58
4315 83kNm Ao
R.C, INSITU PILES ae
asa
zag
=o0
PONTOON ELEVATION §zZ0
SCALE 1:50 *
THE MARINA SPECIALIST sunshine coast office) (CLIENT: NT & DE MURRAY TMLE: =~ ELEVATION >
TRADING AS ACN 010633119 2 INDUSTRIAL AVE F M P R FE 45 Brisbane Road Mocloolaba Old LOT 40 (17) WESLEY CRT
ry CALOUNDRA ‘T: 07 5477 6437 F: 07 54444216 Ne A
THE ett QLD. AUSTRALIA 4551 ENGINEERING PO Box 102 Moclootsha Qld 4557 OOSA_HEADS SCALE: DATE: DRAWING NO:
E Y_. PHONE (07)5492 5925 ACH na7erste ABH 2111 _ —— PROJECT: PROPOSED PONTOON & CATWALK 1:50 29/1/2018 JSP-SJ—29031
v4 Ree = == SPECIALIST FAX (07) 5492 6699 ZC Q. : DRAWN ae CHMENSIONS ISSUE A AB
Gao | 12-15 108 MILLIMETERS J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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exit, SECTION A

 

JSP-203 1210 TYPICAL ALL CATWALKS
TOP CHORD / HANDRAILS INTERNAL7 SCALE 1:25
aa Sm ALUMINIUM PLATE FLED TO FRAMING AT 250mm
f CRS WITH 4mm AL. RIVETS & COVERED WITH
UPRIGHTS. é& DIAGONALS COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
7 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
#40 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK,

  
 
  

JSP—-205
BOTTOM CHORDS

 

 

 

JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS FOR
CATWALKS WITH TIMBER DECKING.

(1.5kPa & 2kPa LIVE LOAD ONLY)

STANDARD SIDE Pees [eo

SCALE 1:100

 

910

 

3 UPRIGHT |

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

910°
7.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   
 
  
         

 

 

 

 

 

 

 

 

 

 

 

 
     
  

 

 

 

 

     
      
 

 
 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

MAXIMUM CATWALK LENGTHS
oe LIVE DECK_LOAD| 1.5 kPa 2kPa 3kPa 4kPa ‘
: 3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m —— a
2 ALL FRAM 7 UPRIGHT
© ALL AAA WELDON ACCORDUNGE WOH AS. 1065 5 UPRIGHTS | 11.0m 10.0m_|__9.0m 8.5m —-| 1000 4 |
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554 7 UPRIGHTS 13.0m 12.2m 11 5m 10.5m EQUAL
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O. - - - *
+ ALL ALUMNIUW SECTIONS TO BE GRADE 6381—TS. 9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m = UPRIGHT re : , , : 265,
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FAERCAION- & 2.0 WACHINNG — UP 10 domm 40, UPRIGHTS 16.8m 14.7m 12.5m 11.0m 5 Y SPACING
> 10 TO 100mm £0.2 =
> 100mm 4 0.5 > \
ALL ANGLES 1°
* CATWALK TO BE NO LESS THAN 5COmm ONTO PONTOON AT MEAN LOW WATER. | 9 UPRIGHT |
* REMOVE ALL SHARP CORNERS, ' :
BURRS é& WELD SPATTER, -
* ANY CHANGES 10 BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION ee ee on oa PUNO Ieee
ROLLER DETAIL SEE STANDARD PIANO HINGE & LAND ANCHOR bass 7 90 TUBE
SCALE 1:5
Tao GAP
|
JSP-002 ANGLE CROSS BEAMS (1.5kPa & 2kPa LIVE LOAD ONLY,
oe eee Doe Ge WT CENTRAL LONGTUONAL FOR TIMER DECK of TYPICAL BASE DETAIL
50 X 2 SHS CROSS BEAMS @ 400 CRS SCALE 1:100
WITH 3mm AL. PLATE DECK
: pe HINGE TUBES
ao sees 4 iO OX 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END
ULL BAR
970 NYLON ROLLER 70 gp CHANNEL _
SIDE OF CATWALK. — PIANO HINGE DETAIL
SCALE 1:5
i 5. AK LENGTHS TABLE CHANGED THE MARINA SPECIALIST CUNT: NT 4 BE MURA THE: STANDARD CATWALK CONSTRUCTION
4 Re 13 DECANE NOTES TRADING AS ACN 010633119 2 INDUSTRIAL AVE Sarno cx: 01 0 002 LOT Yo( 17) WeSeey OT
F [8/9/13 RONGMUDINALS & CROSS RAILS - USP-002 Lae CALOUNDRA 5 Cavcno (Ok) Ply (07) 3369 9822 NOOSA HEADS : TE
5 3765. liMseR DECKING St SHE CHONGED QLD. AUSTRALIA 4551 | Tho 1 5 Garter Oe, Mion 4054 Fax (07) 3369 9722 ‘Ss SHOWN 12/3/03 FANG NO 06
C P7/10/04  4kPo LOADING ADDED eA PHONE (07)5492 5925 | |P0_ Bor 380, Toowong 4066. Ema “ee PROJECT: STANDARD DRAWING
B_ 22/7/04 mn FAX (07) 5492 6699 | | CHECKED: 6 RPE. DATE: DRAWN | CH DIMENSIONS ISSUE A3
DATE SPECGTALIS T C ae we | HOF or 4-K ) NEW a MILLIMETERS J y

 

 

 

 

 

 

 

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a
2
oO
125-4 ples} &
50 z
3 Ho cea =
ak
= |! L
4 SECTION B S
M20 S.S BOLTS SECURED\ 5
INTO PONTOON FRAME TRCK g
oO
ira)
SECTION A JSP-208 PONTOON 100 X 70@ NYLON ROLLER -
FRAME SIDE VIEW IN i28 XK 63 X 81 SK E|
=|
ud
x
om S|
f oO
100 X 12 BAR BOLTED 10 M20 S.S THREADED BAR fT =
pPONTOON FRAME WITH 2 TAPPED & FULLY WELDED INTO =
Meo SS BOLTS 40 X 10 REINFORCING PLATE ILE WALL zz
750 <
/ [10 JSP-208 PONTOON 2
F —550 — | fo -— . e
1 :
a = —ooy ete = Z|
| F 7 Te! Se fy a
A we 8, i i — OVERLAPPED BOLTED oO; B
2) Ne | PS CONNECTION WITH Wift =
r ! y 1 M20 SS BOLT With | i
db THROUGH BOTH BARS in 3
! s & INTO PONTOON FRAME a
if} {@ © ttl Z|
6mm PLATE GUSSET Ht + { ol
TO BOTTOM CORNER4 4 SINGLE ROLLER BRACKETS te S|
BOTH SIDES [FIXED WITH 2 M12 ‘SS BOLTS I
> 7
20mm 50 X 6 PLATE LUGS WELDED TO NOTES: a
ELEARANEE TOP EDGE OF FRAME TO FIX * ALL ALUMINIUM WORK TO COMPLY WITH AS1664. a
TO PILE 6mm AL. TREAD PLATE INFILL WITH * ALUMINIUM TO BE GRADE 6351-15. 2
Mie SS BOLTS TO EACH LUG * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 oi
* ALL WELDS SHALL BE 8 C.F.W. U.N.O. el
_ * ALL BUTT WELDS TO BE FULL PENETRATION. a
: | Sea roe * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL, 5
cTED t + BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR 2
eau CheNES” & LANOCOTE APPLIED TO ALL CONTACTING SURFACES. z
an * DIMENSION TOLERANCES U.N.O. SHALL BE: al
alll NAP IN FENDER FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1 z
> 10 TO 100mm +0.2 &
> 100mm + 0.5 SI
ALL ANGLES +.05°
200 REEEED FRAME EDENERS * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. &
*
PLAN VIEW ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION 2
ULTIMATE LOAD CAPACITY = 8kN S
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES Z
BERTHING SMALL, LIGHT WEIGHT VESSELS 2
Q
2
z
8
4
F
THE MARINA SPECIALIST Cardno CUENT: NT BE Mueen7 TME: PILE BRACKET CONSTRUCTION
TRADING AS AON 10635119 2 AGUITRAL AVE Cee (ee i ACN: 051 074 992 tot (19) WESLEY CT TO SUIT 315¢ — 350¢ PILES
THE Ph (07) 3369 9822 Ngo: He Ab: : .
0 |6/6/08 | BLOCKS REPLACED BY ROLLERS JSP QLD. AUSTRALIA 4551 | ev 1, 8, Sodner Close itn 4084 Fox on 3369 9722 SA HEADS a 5 pare /9/05 ee 102
B 18/5408,| BLOGs RET ACeD BY FOtle ise PHONE (07)8492 5925 oe foowong . = oat cone seins PROJECT: STANDARD DRAWING aA : qe a
B 118/17 /06|FRAME STRETCHED & PILE MOVED 75mm {| JSP FAX (07} 5492 6699 C OT EO . lee . 2. z) SYSTEM 2006 DRAWN A3
ol DATE AMENDMENT Issu “| 467 - §-oSf, MA MILLIMETRES D sy,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7

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R6 HELIX [Po

6 / N20 BARS —— — @ 65 PITCH “WoL

FULL LENGTH cr R6 HELIX “To Leber}

“FULL LENGTH [Ff 40mm COVER \Ii-rs @ 65 PITCH I co

40mm COVER No rey Pe 4008 HUMES ror

bet] ae ah UPVC FORMER a] 11-4

bd R6 HELIX ah 315¢@ HUMES Th Toh

R6 HELIX ar @ 65 PITCH Ni--t) UPVC FORMER \ ji} Tos

@ 65 PITCH Ser oo 6 / N20 BARS [fot

eto] re FULL LENGTH | [yi

roe 3156 HUMES 6 / N20 BARS jit & 3 7 N20 BARS Lid

315¢@ HUMES ae UPVC FORMER \ FULL LENGTH = [iti TO 3m OF TOP it

UPVC FORMER \ |i 4 & 3 / N20 BARS +t 40mm COVER [tit

ro TO 2m OF TOP Th it

“| 40mm COVER NTH aad

KS . in 4 ce

GRADE N32 {7 GRADE N32 GRADE N32. [+7 GRADE N32 Le

MASS CONCRETE —\ 1-1 MASS CONCRETE. MASS CONCRETE ant MASS CONCRETE] FI

TO BASE OF PILE ‘#7 TO BASE OF PILE TO BASE OF PILE th TO BASE OF PILE W771

a t Ce

cis or en jane

4 i Ht cet

REINFORCING TO EXTEND | -- REINFORCING TO EXTEND |[-+-4] REINFORCING TO EXTEND Loe REINFORCING TO EXTEND aie

TO WITHIN 300 FROM itu) TO WITHIN 300 FROM ir TO WITHIN 300 FROM lit TO WITHIN 300 FROM) (i

BOTTOM OF PILES Nick BOTTOM OF PILES = “Wui-} BOTTOM OF PILES rp BOTTOM OF PILES Nii
315@ DECK PILE 315¢ PONTOON PILE 3156 PONTOON PILE 4006 PONTOON PILE

46kNm 61kNm 83kNm 130kNm
THE MARINA SPECIALIST cf Cardno (“ A Be MURRAY MME: 315 & 400 DIAMETER REINFORCED
TRUONG AS ACN 010635119 AEN: OS) O74 982 LOT Go(t7) WesLey CT CONCRETE INSITU PILE CONSTRUCTION

 

 

 

 

2 INDUSTRIAL AVE
THE CALOUNDRA

Cardia (Qkd) Pty Ltd

Ph (07) 3368 9822 NOOSA He Ans

 

DRAWING NO:

 

 

 

 

 

 

QLD. AUSTRALIA 4551 | roel 1, 5 Gorder lms, ion 4064 Fox Fox (07) 309 0722 5369 9722 SCALE: DATE:

PHONE (O7}548: 7.0, Box 388, Toowong x DARD 1:25 20/4/99 | JSP-SD-045_-
5 AA/o8” [ee Basaran We is Jerk FAX & 3 08 TEE ac eeiyee) STAN Giam@ic DRAWN | CHECKED [DIVENSIONS iSSUE
eM DATE AMENDMENT READ SPE OT ALT ST "1667 [24/6/06 MA HA MILUMETERS C A3)

 

 

 

 

 

 

 

 

Page 6

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-8 FRP oN as ae ee ee eee ay

8000 TO 15000 UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: - Sood | 00 sof 8000 TO 15000 fb s00 sof = 8000 TO 15000 +500
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t t | n
waeseeeseees/t | | f=7SS=SS22==S=5> LF ade oF
Q Sy: Dye ‘es Su ao Sx i
38820 82 i eon 38, 22 82 i
eseeeeeeeeeel FM” ettsnaae aS fe 2 se" San cue aad Cae
7 | Lope rt Ssee ===" 77/78 =F | 4 | OF ALL BEAMS 20 WIN. COVER
b U :
+ 8000 T0 10000 ———» 4 i: 4 L 68 FRP UGS - 300 CRS 94 | ow co
500-4 je =~} +500 aos os 15s JSP—208 PERINETER FRAME oe TRE REAR 9-88 FRP.REBARS
I I i + L500 TYPICAL TO ALL ‘PONTOONS 200 EACH WAY AMY HOS
PCT tsa Tas 3 NOTE: { tL -forSSSrtrirlTilSao =a 320mm MIN.
4 l i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS Se Su T | Ol |
ih watt Jee 4aL8° 8 LESS THAN 8000 IN LENGTH B82 3 RIGHT. HAND i gy aE ae fal
ati.) " esses eeeeeeudts]8 380 — 400 i
| t i 4 f oo roy STANDARD FREEBOARD i
we he 4 | FOR FLAT DECK PONTOONS } a }
-———— 10100 To 15008 ———+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 7 IL ae WATER LINE Jou... SS
EQUAL NOT TO SCALE
s00-—I [F seactis _ SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION ee ea ae 50 TYP
| | | | { SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
r === rr uh ts 7 lee 8 1-206 FRP CORNER BAR_/ ica FR Remi
tl t t AT ANY BEAM INTERSECTIONS
bee ee tL ee ee oll] 8 s TYPICAL 300 X 120 TRANSVERSE END 800mm MIN.
} aed TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20d FRP CORNER NOTES:
§ 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. 1
— =| or be minimum of 8mm FRP bars at 150mm centres in each a
direction U.N.O. Q
MAX DRY STORED BOAT DISPLACEMENTS PAST DECK TRANSVERSE BARS. & RAMP TRANSVERSE BARS," |, At Saat, GPs fe be SZbmm.
PONTOON [PONTOON WIDTH [PONTOON WIDTH 7 cso | \ SEA EeS DOSEN Ee Sh SN ee 4 savanna ean ai e684 chp eeteta json GE
. = x 1 aiumintum work to comply wi i welds to be omm .
LENGTH | 5.5m — 4.5m 3m MINIMUM i : = “| All butt welds to be full penetration, Aluminium to be grade 6351-T5.
15m 3.5t Dat ; t ane pn in — with concrete to be coated with zinc
: = cramate primer or equivalent!
t4m 3.25t 2.75t IsP-208 1], FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK Fabrication tolerance + Smm. ;
12m 3.0 2.5t BRACKETS, ACCESSORIES AND. OR PONTOON =I 1! 86 FRP|REBAR 200mm RS EACH WAY 1 Bh Balan tage fe SN oe SS See ee
410m 2.75t 93 CONNECTIONS ARE REQUIRED & + Flotation to comprise of grade SL expanded polystyrene foam with
_ 1 1 I
9m 24k Ott approved protective coating. The approved protective coating for the
7 f ' XTRA 4 / 88 FRP REBAR pentoon wil form an impervious barrier to woter & marine organisms; and®
8m 2.0t 1.8t ' \ PLAN VIEW is suitable for the marine environment,
im 1.8t 1.5t ! Pantoons with Float-A~Boat ram i
' i Am ps to have dry stored boat fully winched
6m 1.5t 13 SS ———— ————S— eS _ os ny, onto pontoon with im cleor at rear.
150-4
sm 1,0t 0.9t | This pontoon facility has been designed to comply with all relevant S
I Australian Standards. The pontoon will be stable at all times. The pontoon
t has been designed so thot when the specified stability live load is
_- es ee ee eee distributed over half the width of the pontoon and over the walkway, there
2080. TO STANDARD OVERALL is not less than 75mm of reserve freeboard; the bottom corner of the
FLOAT A BOAT RAMP OPTION pontoon does not emerge from the water, and the angle of tilt will not
150 450 Tecoma SCALE 1:50 axcead 15°.
“AL . JOORING CLEATS
pis [ | — wut? a MAXIMUM DESIGN UVE DECK LOADING: 3.0 kPa. (Structural & floatation)
== = = 1.5 kPa (Stability unrestricted access) g
[ | - Tine TTT 2.0 kPa (Stability restricted access) «ni
- ee ee ape ew Pe STU I TT ol
150 FOAM FLOTATION UNIT Sf PONTOONS SUITABLE FOR PROTECTED SITES ONLY. z
FOAM FLOTATION UNIT RAMP. DEPTH MAXIMUM WAVE, HEIGHT: 300mm, z
BOAT WAKE: 500mm. Q
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. 2
THE MARINA SPECIALIST sunshine coast office\ (CUEN: NT + B& MyuekAy MME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 016633119 2 INDUSTRIAL AVE. E M Pp R FE 48 Brisbane Rond Mooloolaba kd uT ke (17) WL, & FRP CONCRETE REINFORCING

THE CALOUNDRA T:01 5477 6437 _P.07 5444 4216

QLD. AUSTRALIA 4551 ENGINEERING PO Box 102 Mouluolaba QM 4557 Nose He ans SCALE: DATE: RAWING NO:
Rep aR PHONE (07)5490 saz5 | [ACH H2rstst0 ABH Zittz7eis19 “nnAneisnenerinesone’ | | PROJECT: STANDARD DRAWING AS_SHOWN 28/7/16_| JSP=SD~212
B {21/11/16} BAR OETALS Ws. FAX (07) 5492 6699 -— Py : pra CHECKED [DIMENSIONS
Re . MA

XQO]_ DATE AMENDMENT issu SPE GTALT Ss T MILLIMETERS B {Ax