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Development Application part 2 of 2 Plans - OPW12/0590
Plans and drawings: the text below has words only, no drawings.
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80 X 100 X 10
M20 S.S BOLTS SECURING
ILE BRACKET TO
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PONTOON FRAME TRACK a::
SECTION A ==
SIDE VIEW
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100 X 12 BAR BOLTED TO
H.D.P.E. SLEEVE ~
PONTOON FRAME ~ITH 80 X 100 X 10 ~ASHER
M20 S.S BOLTS BEHIND CENTER NUT
M20 S.S THREADED BAR
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6MM AL. TREAD PLATE c
TAPPED & FULLY ~ELDED INTO a:::
100 X 12 CLEAT 40 X 10 REINFORCING PLATE I-
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SECTION B o
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SCALE 1:5 w
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6MM PLATE GUSSET ’-pILE ’viALL
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TO BOTTOM CORNER
BOTH SIDES ~
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COMMERCAIL 8 ROLLER BRACKET NOTES:
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FIXED ~ITH 16 M12 S.S BOLT ALL ALUt.4INIUt.4 WORK TO COt.4PLY WITH AS1664. w
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SIZE TO SUIT PILE DIAMETER EXTRUDED ALUt.4INIUt.4 TO BE GRADE 6351-T5 OR 6063.
I’ PLATE ALUI.4INIUt.4 TO BE GRADE 5083. o
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ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 Q_
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6MM TREAD PLATE ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE a:::
BOLTED ONTO FRAME THINNER t.4ATERIAL. w
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~ITH M12 S.S BOL TS ALL BUTT WELDS TO BE FULL PENETRATION.
ALL BOLTS & FmlNGS TO BE 304 OR 316 STAINLESS STEEL.
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50 X 6 FLAT BAR FULLY ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
’vIELDED INSIDE FRAME BE GRADE 316.
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ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
NAP IN FENDER
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." BOLT INSULATION SHALL BE ACHIEVED WITH A UBERAL COATING
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\ OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING ::I:
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PROJECTED SURFACES.
CORNER~ DIt.4ENSION TOLERANCES U.N.O. SHALL BE:
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FABRICATION i 2.0 MACHINING UP TO 10mm iO.l
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> 10 TO 100mm iO.2 ~
> 100mm i 0.5
ALL ANGLES it’ ~
300 ROLLED FRAME CORNERS
REt.40VE ALL SHARP CORNERS, BURRS & WELD SPATTER. ::>
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SCALE 1:10 ULTIMATE LOAD CAPACITY = 65kN !Q
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THE MARINA SPECIALIST CUENT: ttf1 L.~ D> 4{.. p’T’-f L::rC> TITLE: PILE BRACKET CONSTRUCTION TO SUIT
TRADING AS
THE
ACN 010633119 <:_Dcardno C8Idno (Old)Ply Ltd
ACN: 051074992
Ph (07) 3369 9822
LP ’2 (’>) NQOS.A R.l J"tf!_ IX_ 400 -
450 PILES & 8 ROLLER BRACKET
NQof,.( N!Je.’Pf ~H e e_ SCALE: DATE: DRAWING NO:
EXTRA ROLLER BRACKET BOLTS ADDED ENG Level I, 5 Gordner Close, Milton 4064 fox (07) 3369 9722
WASHER TO CENTER BOLT ADDED JSP P.O. Box 388, Toowong 4066. [moil: [email protected] PROJECT: STANDARD DRAWING 1:10 1:5 26/6/07 JSP-SD-142
PLATE SIZES. ALTERED ENG
ISSUE
CHECKED:~ IR.P.E.Q. DATE: DIMENSIONS
DECK PLATE DETAILS CHANGED
AMENDMENT
JSP
ISSU ~~ _../’L-
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11667 I 7.1-1 -o~
0
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SYSTEM 2006
DRAWN
M.A I CH~ED -
MILLlMETRES E IA3._1
[OCR of page images]
80 X 100 X 10 WASHE:
100 X 12 BAR BOLTED TO
PONTOON FRAME WITH
M20 S.S BOLTS
100 X 12 CLEAT-
6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES
COMMERCAIL 8 ROLLER BRACKET
FIXED WITH 16 Mi2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER
SO X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME
PROJECTED
SECTION A
M20 S.S BOLTS SECURING
ILE BRACKET TO
PONTOON FRAME TRACK
80 X 100 X 10 WASHER
ee CENTER NUT
M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE
400-
CORNER
6mm TREAD PLATE
SP-209 FLAT BAR
SURROUND FRAME
NAP IN FENDER
BOLTED ONTO FRAME
WITH Ml2 S.S BOLTS
773
300 ROLLED FRAME CORNERS
6mm AL. TREAD PLATE
SIDE VIEW
H.DP.E. SLEEVE
NOTES:
SECTION B
SCALE 1:5
PILE WALL
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* EXTRUDED ALUMINIUM TO BE GRADE 6351-TS 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 WELDS 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
OF DURALAC OR
SURFACES.
LANOCOTE APPLIED TO ALL CONTACTING
* 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°
HIS 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
PLAN VIEW * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
SAE: II0 ULTIMATE LOAD CAPACITY = 65kN
THE MARINA SPECIALIST cuent: KALESGE PTY Ero TNE: PILE BRACKET CONSTRUCTION TO SUIT
Cardno
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Tons . S ACN 010633119 A AVE cece inet , ACN: 051 074 992 (oT 2 (5) NOOSA Live XK 400¢ — 4509 PILES & 8 ROLLER BRACKET
E re OPEATRA ROLLER BRACKET BOLTS ADDED| ENG QUD. AUSTRALIA 4551 | lieve! 1, § Gordner Close, Miton 4084 rey yd ae N@SA NoePY SHICE SCALE: DATE: DRAWING NO:
BP Pied MATE SUES AIERED | ENG PHONE (07)5492 5925 | |? Box 386 Towers 466 Emi coro@cardnacomou| | PROJECT: STANDARD DRAWING 1:10_1:5_| _26/6/07_| JSP-SD-142
B 1308 DECK PLATE DETAILS CHANGED JSP. FAX (07) 5492 6699 ON Conk. R.P.E.Q, DATE: DRAWN | CHEGKED [DIMENSIONS ISSUE
DATE AMENDMENT ISSuE/ PeeotaAtrst mL |/067 | 27-10-09 SYSTEM 2006 MA &. MILLIMETRES gE |A3)
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