Council archive · source document
Development Application - Part 2 of 2 - Planning report, Plans & Referral Agency Response · OPW11/0144
Plans and drawings: the text below has words only, no drawings.
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80 X 100 X 10 WASHE a
M20 S.S BOLTS SECURING z
PILE BRACKET TO
PONTOON FRAME TRACK K
SECTION A SIDE VIEW
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H.D.P.E. SLEEVE-N
100 X 12 BAR BOLTED TO
PONTOON FRAME WITH 3-1 80 X 100 X 10 WASHER
M20 S.S BOLTS I FBEHIND CENTER NUT a
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M2O 5.5 THREADED BAR
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TAPPED Tr FULLY WELDED INTO
40 X 10 REINFORCING PLATE x
350 350 0
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SECTION B o.
SCALE 1:5 U,
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6nri PLATE GUSSET LE WALL a
TO BOTTOM CORNER
BOTH SIDES 0
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COMMERCAIL 8 ROLLER BRACKET NOTES:
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FIXED WITH 16 M12 S.S BOLTS * ALL ALUMINIUM WORK TO COMPLY WITH AS1664. w
SIZE TO SUIT PILE DIAMETER * EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR M.
PLATE ALUMINIUM TO BE GRADE 5083. 0
' ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 a
* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE it
THINNER MATERIAL. m
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL. 0
50 X 6 FLAT BAR FULLY * ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
WELDED INSIDE FRAME BE GRADE 316. U
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554. zz
* BOLT INSULATION SHALL BE ACHIEVED WITH A UBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING
SURFACES.
DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - t 2.0 MACHINING - UP TO IOmm t0.1 °
> 10 TO 100mm ±0.2 0
>IOOmm t 0.5
ANGLES t 1'
ALL AN w
e REMOVE ALL SHARP CORNERS, BURRS & WELD S PATTER. m
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ULTIMATE LOAD CAPACITY = 65kN
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THE MARINA SPECIALIST ( CLIENT: Pi -e,- m, ,- cf TITLE: PILE BRACKET CONSTRUCTION TO SUIT
TRAD94G AS ACN 010633119 2 INDUSTRIAL AVE
Carona ACN: 051 074 992
)( 4000 - 4500 PILES & 8 ROLLER BRACKET
CALOUNDRA Cerdno (Orel) Pty Ud /L2 t 167(- ssrCL
THE
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10 EXTRA ROLLER BRACKET BOLTS ADDED ENG OLD. AUSTRALIA 4551 Level 1, 5 Gadner Close. Million 4064
Ph (07) 3369 9822 fvo; 6a c`tIt& SCALE: TE DRAWING NO:
Fox (07) 3369 9722
D 56 WASHER TO CENTER BOLT ADDED JSP
PHONE (07)5492 5925
P. O . Box 388 . Toorrong 4066. Ema : cofdnoOcordrq.com.ou PROJECT: STANDARD DRAWING 1:10 1:5 26/6/07 JSP-SD-142
C 14 / PLATE SIZES. ALTERED ENG R.P.E.O.
B 152 DECK PLATF DETAILS CHANGED JSP FAX (07) 5492 6699 DATE: DRAWN CHVED tMME1bI0N5
ISSU /667 SYSTEM 2006 MA MILLIMETRES E
DATE AMENDMENT -r-
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