Council archive · source document
Development Application part 2 of 2 · OPW11/0409
50
1120 S.S BOLTS SECURING
z
ILE BRACKET TO
PONTOON FRAME TRACK
SECTION A
SIDE VIEW tv
0
H.D.P.E. SLEEVE
100 X 12 BAR BOLTED TO
PONTOON FRAME WITH 80 X 100 X 10 WASHER
M20 S.S BOLTS BEHIND CENTER NUT
M20 S.S THREADED BAR CL
TAPPED & FULLY WELDED INTO 0
Cr
40 X 10 REINFORCING PLATE _
aq
z'
SECTION B 0
SCALE 15 V)
6nn PLATE GUSSET [LE WALL
TO BOTTOM CORNER
BOTH SIDES 0
COMMERCAIL 8 ROLLER BRACKET NOTFS:
FIXED WITH 16 M12 S.S BOLT • ALL ALUMINUM WORK TO COMPLY WITH AS1664.
SIZE TO SUIT PILE DIAMETER • EXTRUDED ALUMINIUM TO BE GRADE 6351 -T5 OR 6063.
• PLATE ALUMINIUM TO BE GRADE 5083.
• ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS 1665 Cr
• ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE t
THINNER MATERIAL
im
' ALL BUTT WELDS TO BE FULL PENETRATION.
50 X 6 FLAT BAR FULLY ' ALL. BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
SP-209 FLAT BAR
WELDED INSIDE FRAME ' ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
SURROUND FRAME
BE GRADE 316.
' ALL WELDING SHALL. BE IN ACCORDANCE WITH 1554. 0
' BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO AL CONTACTING =
SURFACES. Cr
• DIMENSION TOLERANCES U.N.O. SHALL BE.
FABRICATION - ± 2.0 MACHINING - UP TO 1Omm ±0.1 °
> 10 TO 100mm ±0.2
>l00rnm t 0.5 I-
ALL ANGLES t 1' W
4 REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
V)
ULTIMATE LOAD CAPACITY = 65kN
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3
o:
0
a
THE MARINA SPECIALIST CLIENT, vcc n 3
t{A-,Lau, 8 TITLE: PILE BRACKET CONSTRUCTION TO SUIT
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Cerdno ACN: 051 074 992
CALOUNDRA Cwdno (Old) Pty Ud 4000 - 4500 PILES & 8 ROLLER BRACKET
LL .51
THE Ph (07) 3369 9822
OLD. AUSTRALIA 4551 /mot ".s J^+G^G'SCjL'(V^
E 23J 10/ EXTRA ROLLER BRACKET BOLTS ADDED ENC Level 1. 5 Goidne Cose. Mikan 4064 Fox (07) 3369 9722 SCALE: DRAWING NO:
D 5/6108 WASHER TO CENTER BOLT ADDED JSP P.O. Box 368. Toowng 4066.
C M
14 / PLATE SIZES. ALTERED ENG PHONE (07)5492 5925 Email: cordno0cardno.com.m
P^ECT: STANDARD DRAWING 1:10 1:5 JSP-SD-142
B 15 2 D. DECY PIATF DETAJ!S CHANGED _ JSP FAX (07) 5492 6699 R.P.E.O. DATE: DRAWN CH EO DIMENSKINS ISSUE
DATE AMENDMENT 155 166-7 27 -Io -09 l SYSTEM 2006 MA ( MILLIMETRES E A3
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