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Development Application - Part 2 of 2 - Plans · OPW12/0241
Plans and drawings: the text below has words only, no drawings.
I SCRC CORRESPONDENCE
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80474888
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Page 2
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ABN: 57 051074992
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lRADlNG ACN 010633119 2 INDUSTRIAl AVE ~/ UlIlMn Nolan
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THE level 11. North Tower 515 SI Pauls Tee. SCALE:
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PROJECT: PROPOSED PONTOON & CA1WALK
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THE MARINA SPECIALIST
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99~ I’CUOO: BODY CORPORATE FOR JALYNCA
LOT 245 (87) NOOSA PARADE
TITLE: ELEVATION
lRADlNG AS ACN 010633119 2 INDUSTRIAL AVE ~.-/ Ullman Nolan
CALOUNDRA Ph (07) 3100 2199 NOOSA HEADS DATE: DRAWING NO:
THE Level 11, North Tower 515 5t Pauls Tee, SCALE:
OLD. AUSTRALIA 4551 Fox (07) 3369 9722
fortitude Volley, Old 4006 1:50 28/06/12 JSP-SJ-25161
DATE AMENDMENT
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SPECIALIST
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PHONE (07)5492 5925
FAX (07) 5492 6699
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PROJECT: PROPOSED PONTOON & CATWALK
DRAWN
A.N.C. ~~.
DIMENSIONS
I CI:jJ:CKED MILLlMETRES
ISSUE
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TITLE: WATER ALLOCATION PLAN
TRADING IS ACN 010633119 2 INDUSTRIAL AVE "-J / Ullman Nolan
CALOUNDRA Ph (07) 3100 2199 NOOSA HEADS
THE
leyel 11, North lower 515 51 Pouls lee, SCALE: DATE: DRAWING NO:
QLD. AUSTRALIA 4551 Fox (07} 3369 9722
fortitude Volley, Old 4006 1:250 28/06/12 JSP-SJ-25162
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SPECI.ALIST
PHONE (07)5492 5925
FAX (07) 5492 6699
locked Bog 4006, Fortitude Velley Old <006.
CHECKEV~ #’
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DATE:
I 23-7-/1.~
PROJECT:
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PROPOSED PONTOON & CA ALK
DRAWN
A.N.C. I
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KED DIMENSIONS
MILUMETRES
ISSUE
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Page 5
STARTER JrnY
G4-45A GV MESH TOP & BOTTOM OF ALUM lUBES. JSP-()()9 ANGLE EACH CORNER
LAYER G445A MESH BENT TO srr UNDER AlUMINIUM TUBE FASTENED 10 WALl’
WITH 2 1m S.S DYNA OR CHEUSET
TYPICAL PIVOT PIN j BOLlS OR JSP 003 LEG TO PATli JSP-205 OR
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JSP 203
N12 COG BARS C 300 CENTRES TIED TO TOP
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VERTICAL LAYER OF G445A MESH
PlANO HINGE TO FlNISH LEVEL
m HOLE IN EACH EN’D OF HINGE PJN WITH FRONT OF REVEtMENT WAlL
(WHEH JSP-OOB CAlWALK ~,~IS’ USED
40MP~ REINFORCED CONCRETE FOOTING EXTENDS FROM TOP URE FACE OF FRAME IS, WITH CONCRETE PATH
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE,
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OF REVET’MENT ’WALL AND THE BACK FACE TO FINISH LEVEL 300MM CL.EARANCE TO REVETMENT WAlL) REVETM ENT WALL
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TO HAVE 2 VE’RTICLE LAYERS G445A MESH 501’11’1 MIN COVE
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OR 1700 MINIMUM FOR 4kPa CAT’WALK LIVE LOAD
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SCALE 1:25
150 x 50 x 6 AlUM ANGLE
1.116 SS DYNA BOL
.
STARTER JETTY
,
--------------
SCALE 1:5
NOTE:
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL AlUMINIUM SEcnONS SHALL BE GRADE 6351-T5.
AlL AlUMINIUM TO BE IN CONTACT WITH CONCRrn: TO BE COATED WITH ZINC CHROMATE. ’
ALL BOLTS AND FllTINGS SHALL BE 304 / 316, GRADE STAINLESS STEEL SCALE 1:5
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THE .MARINA SPECIALIST ~: &ob’f eM f ke J:’ftvi"JCA TITlE: STANDARD PIANO HINGE’OPTIONS
H
G
2/.4/07 ZINC CHROMATE NOTE ADDrn
1/2/.07 DETNLS f.S PER ENGINEER
JSP
ENG.
1RADING f.S
THE
ACN 010633119 2 ,INDU~1Al. AVE
CALOUNDRA
~c,;rdna Carttno (Old)Ply I.Itl
ACN: 051074992
Ph (07) 3369 9821
ln t L(.Y (
8 I) {’J<:D~ f’J’)’ STARTER JEllY & CATWALK LAND ANCHOR DET
JSP OLD. AUSlRAlJA "’51
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F 9/9/06 UPDATED DETAILS
.
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0
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1/.3/03 UPDATE TO NEW EXTRUSIONS
li~1/.03 STAR’TIR’ JOO DETAILS ALlIRrn
6 o2 UPDATE LAND ANCHOR DETAILS
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PROJECT: STANDARD
DRAWINGS
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.
1,2/2/97
DIWENSK>NS
MIWMETERS
JSP-SJ-005
,ISSUE H IA3.1
Page 6
.
SECTION’ A STANDARD SIDE- PROFILES I""
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FEXi~~~ALg.
.
TYPICAL.ALL CAT)fALKS’ SCALE 1:100
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SCALE 1:25
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TOP CHORD / HANDRAILS. ~
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3mm ALUMINllJM PLATE FIXED TO FRAMING AT 250mm 3 UPRIGHT.
JSP-202
CRS WITH 4mm N.... RIVETS &. COVERED WITH NOTE: BENT END OPTION CAN BE ro^ I .. .’ .
I
UPRIGHTS &. DIAGONALS~ COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
TREATED &. DRESSED F17 HARDWOOD PLANKS FIXED
USED ON All SIZED CAlWAU<S
<.::;I’~
OPTIONAL
50 X 4 TUBE TOE RAIL
TO 6mm PLATE TO EACH
UPRIGHT
Willi 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK.
THAN
.
FOR UNRESTRICTED ACCESS.(ALL SITUATIONS OTHER
PRivATE MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED’ HARDWOOD PLANKS
~=,,~
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NOTE:
.
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FOR 4kPo LOADING TO CAlWALK
USE JSP-006 RHS BanOM CHORD / BASE RAILS.
60’ X 40 x 2 RHS LONGITUOINALS
~~
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OPTIONAL FOR MARINAS WELDED BETWEEN ALl CROSS MEMBERS .
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JSP-202 RHS SE~CES FOR CAlWALKS WITH TIMBER DECKING
BRACKET WELDED UNDER CROSS
BEAMS C .1800 CRS
ONLY
.
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NOTES:
LIVE DECK LOAD ’1.5 kPa
’MAXIMUM CATWALK LENGTHS
2kPa 3kPa 4kPa
.
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AlL FRAMING MATERIAl TO BE ALUMINIUM
ALUMINIUM WElDIt-jG IN ACCORDANCE WITH A.S. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m -J lOOO.~ .
.
.ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 1554
5 UPRIGHTS 11 m 10.0m 9m 85m
ALl WElDS SHAll. BE 4mm C.F.~. U.N.O;
ALl ALUMINIUM SECTIONS TO BE GRADE 6351-15. 7 UPRIGHTS .13m 12.2m 11.5m 10.5m
DIMENSION TOLERANCES U.N.O. SHAll. BE:
FABRICATION -
:i: 2.0 MACHINING -
UP TO’10mm :i:0.1 .9 UPRIGHTS 15m 13.9m 12.5m 11.5m’
.
,
> 10 TO l00mm :i:0.2 14.5m
11 UPRIGHTS 17m 16.0m 13.0m
> l00mm :i: 0.5
ALL ANGlES :i:l’
’.
CAlYW-K TO BE NO lESS lW.N 500mm or’ITO PONTOON AT MEAN LOW WATffi.
REMOVE ALl SHARP CORNERS,
BURRS & WElD SPATTER. JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
CHANGES TO BE NOTED AND RETURNED TO DRAWING OFACE FOR REVISION L NGTH AND SPACING TO SUIT STANDARD PIANOH
ROLLER DETAIL SEE STANDARD PIANO HINGE &. LAND ANCHOR
HINGr---;.
SCALE ~:5
DRAWING~il90 TUBE
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OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
=============~l =============
.
-
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II
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LlQ 70 NYLON ROUER TO
BULL BAR
CHANNEL
EACH SIDE OF CATWALK. 70
SCALE 1’5
"
THE MARINA. SPECIAUST CUENT: 9D’1 Ol.e..r fez .:r>f\’LY.-.!CA ’1TT\.E: STANDARD CATWALK CONSTRUCTION
1RADING ACN 010633119 2 INDUSTRIAl AVE
CALOUNDRA
CDcardno Cerdno (Old!Ply Ud.
ACN: 051074992
Ph (07) 3369 9822
:s f\-esA. PDle..
OLD. AUSTRALIA 4551
N l2!,."!- rc 1::_P-/J. SCALE: DA1E: DRAWING NO:
OAD TABLE & NOTES ALTERED
07 level 1, 5 Gordner Close, llillon 4064 Fox (07) 3369 9722
ImO
’/3 05
10 0
MSER DECKING SIZE CHANGED
4kPo LOADING ADDED
PHONE (07)5492 5925
P.O. Box 388. 1oowong 4066.
CHECKED:~t2’ #..L--- R.P.E.O.
Emoil: [email protected]
DATI:
PROJECT: STANDARD DRAWING
DRAWN
AS SHOWN 12/3/03
DIMENSIONS
~
JSP-GW-006
ISSUE
2 7 04 BASE RAIL & HINGE SECTIONS CHANGED
DATE AMENDMENT T
FIIX (07) 5492 6699
~- /667 V(Jo.o7 NHW I C~ED MILLIMETERS E’ IA3
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100 X 12 BAR BOLTED TO M20 S.S THREADED BAR ~
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TO BOTTOM CORNE 4 SINGLE ROLLER BRACKETS l-
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TOP EDGE OF FRAME TO FIX AlL ALUMINIUM WORK TO- COMPLY WITH AS1664. 0
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6MM AL. TREAD PLATE INFILL VITH AlUMINIUM TO BE GRADE 6351-T5. a.::
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M12 S.S BOLTS TO EACH LUG * ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 w
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ALL WELDS’SHALL BE 8 C.F.W. U.N.O. w
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ALL BUTT WELDS TO BE FULL PENETRATION.
JSP-209 FLAT BAR * ALL BOLTS &. FITTINGS TO BE 304 OR 316 STAINLESS STEEL
, SURROUND FRAME * BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
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FRAME CORNER DIMENSION TOLERANCES U.N.O. SHALL BE: 0
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- UP TO 10mm ::1:0.1
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> 10 TO 100mm ::1:0.2 :r:
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REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. (.)
.ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION 0
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ULTIMATE LOAD CAPACITY = 8kN W
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BERTHING SMALL, lJGHT WEIGHT VESSELS V)
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THE MARINA SPECIALIST CLIENT: OlY"1 P f,Q./( Gftu(NCA, IDLE: PILE BRACKET CONSTRUCTION
TRADING ACN 010633119 2"I~TRIAL AVE
CALOUNDRA
~cardno Cardno (Old)Ply LId
ACN: 051074992
(07) 3369 9822
Ph
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&/
.~
~.s.lt f’s) TO SUIT 315 -
350 PILES
DRAWING NO:
THE rJ’QO.$. f:r f{~s SCALE: DATE:
OLD. AUSTRALIA 4551 Level 1. 5 Gordner Close. Millon 4064 fox (07) 3369 9722
1:5 1/9/05 JSP-SD-l02
D
C
B
6/6/08 BLOCKS REPLACED BY ROLLERS
31/3/06 BOLTED CONNECTIONS ADDED
18 1 06 FRAME STRETCHED & PILE MOVED 75mm
JSP
JSP
JSP ~
J [rl~1ml1Ul
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~
PHONE (07)5492 5925
FAX (07) 5492 6699
P.O. Box 388. Too..-on9 4066.
.
R’~’~6Q.
I{)~
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Emoil: [email protected]
/
DATE:
2--1--(-01
PROJECT: STANDARD DRAWING
SYSTEM 2006
DRAWN
M.A I
CHECKED DIMENSIONS
MILLlMETRES
ISSUE
D !A3/
AMENDMENT ISSU SPECIALIST
o DATE
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