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22-0097 Structural Issue B(2)(2) · MCU22/0085
Attached to the e-mail Combined Application MCU22/0085 & OPW22/0139 - DA Form 1 - Plans - Owners Consent - Form 15 - 63 the Peninsula Noosaville - Signed.
SJ2
BR1
SJ2
TR1
80
Provide 50x80x3.0 Fabricated Unequal Angle Neoprene washers between
(Alloy & Temper - 6060/T5 or 6106/T6) all SS fixings and aluminum.
Provide 1/No.14 x 20mm SS tek screw each
with 2/No.14 x 20mm SS tek screw each way
connection with Neoprene washers between
400 all SS fixings and aluminum.
Typ 1 6mm end plates CFW all round and to BR2
ST ST
TR1
1
6mm stitch weld
both sides
weld 50mm miss 300mm
10mm end plates
6mm CFW
1 Typical.
1
1/M16 - 316 threaded
C1
rod through C1 Refer to S03
for reinforcement details
BR1 TR1
125x50x6.0mm UA
4mm CFW to BR2
4/M12 SS Grade 316
chemset anchors.
200mm min embedment. Provide 50x50x3.0 Equal Angle
High strength shrinkage Epoxy = REO 502 Neoprene washers between
(Alloy & Temper - 6060/T5 or 6106/T6)
compensated grout pad all SS fixings and aluminum. with 1/No.14 x 20mm SS tek screw each way
C1 below
BR2
BR1
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
C1
80
TR1
315mm Ø
Neoprene washers between
all SS fixings and aluminum.
Issue Made By Date Description PROPOSED PONTOON Scale : 1:10 NOTES:
A JVB 09/03/22 Issue for construction
at No.65 THE PENINSULA, NOOSAVILLE
REVISION
B LF 14/03/22 No change to this sheet. Re-issue. Job No.: 22-0097 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 : JVB Date : 09/03/22 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 09/03/22 Ph: (07) 5444 5578 Email: [email protected] CONNECTION DETAILS
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