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Structural Plans
Plans and drawings
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Log in to see the plans as drawn Provide 50x80x3.0 Fabricated Unequal Angle
(Alloy & Temper - 6060/T5 or 6106/T6)
DJ1 with 2/No.14 x 20mm SS tek screw each way
BR1
80
BR1
Neoprene washers between
all SS fixings and aluminum.
Provide 1/No.14 x 20mm SS tek screw each
connection with Neoprene washers between
400 all SS fixings and aluminum.
1 6mm end plates CFW all round and to BR1
Typ ST
1 ST
10mm end plates
6mm CFW
1 Typical.
1
1/M16 - 316 threaded
C1
rod through C1 Refer to S02
for reinforcement details
BR1
125x50x6.0mm UA
4mm CFW to BR1
4/M12 SS Grade 316
chemset anchors.
200mm min embedment.
High strength shrinkage Epoxy = REO 502
compensated grout pad
C1 below
SJ1
BR1
Provide 50x80x3.0 Fabricated Unequal Angle
Neoprene washers between (Alloy & Temper - 6060/T5 or 6106/T6)
80
BR1
all SS fixings and aluminum. with 2/No.14 x 20mm SS tek screw each way
BR1
SJ1 SJ1
C1
315mm Ø
Issue Made By Date Description PROPOSED PONTOON Scale : 1:10 NOTES:
A JLM 21/09/22 Issue for construction
at No.48 MASTHEAD QUAY, NOOSAVILLE
REVISION
B JLM 07/10/22 General amendment Job No.: 22-0626 1. Do not scale drawings.
2. Scale is correct at A3.
CLIENT: PONTOON WORKS
Dwg No.: S03 3. Check and verify all dimensions
Designed By : L. FRASER BEng (Civil) (Hons) GradIEAust Drawn By : JLM Date : 21/09/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 21/09/22 Ph: (07) 5444 5578 Email: [email protected] CONNECTION DETAILS
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