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24-0578 Structural Issue A(3)(1)
Provide 1/No.14 x 20mm SS tek screw each
connection with Neoprene washers between
all SS fixings and aluminum.
BR1
6mm end plates CFW all round and to BR1
125x50x6.0mm UA
4mm CFW to BR1
2/M12 SS Grade 316
chemset anchors.
BR1 200mm min embedment.
High strength shrinkage Epoxy = REO 502
compensated grout pad
C1 below
400
1
Typ ST
1 ST
BR1
10mm end plates
6mm CFW
1 Typical.
1
1/M16 - SS316
C1
C1
threaded rod through Refer to S02
for reinforcement details
C1
315mm Ø
DJ1
SJ1
BR1
Provide 50x80x3.0 Fabricated Unequal Angle
Neoprene washers between (Alloy & Temper - 6060/T5 or 6106/T6)
Provide 50x50x3.0 Equal Angle all SS fixings and aluminum. with 2/No.14 x 20mm SS tek screw each way
80
Neoprene washers between BR1
(Alloy & Temper - 6060/T5 or 6106/T6)
all SS fixings and aluminum. with 1/No.14 x 20mm SS tek screw each way
SJ1 SJ1
BR1/ BR2/ BR3
Issue Made By Date Description PROPOSED NEW JETTY Scale : 1:100 NOTES:
A LL 21/11/24 Issue for construction
at LOT 91 (#25) SEAMOUNT QUAY, NOOSAVILLE
REVISION
Job No.: 24-0578 1. Do not scale drawings.
2. Scale is correct at A3.
BUILDER: PONTOON WORKS
Dwg No.: S04 3. Check and verify all dimensions
Designed By : L.LITTLE Drawn By : LL Date : 21/11/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 21/11/24 Ph: (07) 5444 5578 Email: [email protected] CONNECTION DETAILS
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