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20181085-ASC14 - Engineering Drawings
Attached to the e-mail Operational Works Application OPW20/0114 - Email 4 of 4 -Engineering Certificate - Engineering Drawings - QCAT Appeal - 4 Portside Crt, Noosaville.
FLOOR FRAMING SCHEDULE:
MARK SIZE DESCRIPTION
BR1 160x100x6.0 Rectangular Hollow Section Bearer (single span + 600 max cantilever)
(Alloy & Temper - 6351/T5)
DJ1 200x50x3.0 Rectangular Hollow Section Deck Joist (2 spans + cantilever)
(Alloy & Temper - 6060/T5 or 6106/T6)
TR1 200x50x3.0 Rectangular Hollow Section Trimmer
(Alloy & Temper - 6060/T5 or 6106/T6)
TR1
P1 450Ø Jetty Concrete Piles Concrete Pier
BR1
NOTES:
P1
1. All floor joists to be at 450mm crs UNO.
NOTE:
All fixings, connectors, plates and angles
to be Stainless Steel grade 316 or aluminium (Typical) (Typical)
BR1 450 inner diameter tube.
Filled with concrete, N50/20.
Provide 6/N12 bars and
P1
NOTE:
R10 helix with 150mm pitch.
All dissimilar metals to be DJ1
isolated to prevent corrosion
Cantilevered decking must not
be fixed to revetment wall.
BR1 Aluminum plate to end of jetty
P1 below as specified by builder.
P1
Boundary Approx Broadwater Bottom
75m Existing revetment wall
m
m 75m
TBC by specilist contractor
BR1 JETTY LAYOUT
m 75m
75m m
Decking as per
builder's specification
mm
100
450mm Ø Pile depth to be confirmed with
DJ1 specilist contractor and install piles
achieve minimum working loads:
BR1 Vertical load capacity - 21kN
125x50x6.0mm UA
P1 - 450Ø PILE REINFORCEMENT Horizontal load capacity - 4kN
Confirm depth with engineer
4mm CFW to BR1
High strength prior to construction
4/M12 SS Grade 316
Provide 50x3.0 Equal Angle
BR1 compensated chemset anchors. BR1 (Alloy & Temper - 6060/T5 or 6106/T6)
grout pad 200mm min embedment.
with 1/No.14 x 20mm SS tek screw each way
Neoprene washers between
all SS fixings and aluminum.
96.9mm 96.9mm
65mm
450 inner diameter tube.
P1
cover
Filled with concrete, N50/20.
P1
Provide 6/N12 bars and
256.2mm Refer to separate detail R10 helix with 150mm pitch.
for reinforcement NOTE:
Position Vertical bars to
avoid clash with BR1 fixing
450mm Ø 450mm Ø 450mm Ø
Issue Made By Date Description PROPOSED NEW JETTY Scale : 1:100 UNO NOTES:
A BDK 18/06/20 Issue for construction
at No.1/4 PORTSIDE COURT, NOOSAVILLE
REVISION
Job No.: 20-0274 1. Do not scale drawings.
2. Scale is correct at A3.
BUILDER: PONTOON WORKS
Dwg No.: S02 3. Check and verify all dimensions
Designed By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Drawn By : BDK Date : 18/06/20 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 18/06/20 Ph: (07) 5444 5578 Email: [email protected] JETTY LAYOUT & CONNECTIONS
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