Council archive · source document
24-0122 Structural Plans Issue A(2)(1)(1) · MCU24/0089
Plans and drawings: the text below has words only, no drawings.
FLOOR FRAMING SCHEDULE:
MARK SIZE DESCRIPTION
BR1 152x76x6.0 Rectangular Hollow Section Bearer (cantilever)
(Alloy & Temper - 6061/T6)
BR2 200x50x3.0 Rectangular Hollow Section Deck Joist (single + cantilever)
(Alloy & Temper - 6060/T5 or 6106/T6)
DJ1 200x50x3.0 Rectangular Hollow Section Deck Joist (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
SJ1 200x50x3.0 Rectangular Hollow Section Structural Joist (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
TR1 200x50x3.0 Rectangular Hollow Section Trimmer (single span)
(Alloy & Temper - 6060/T5 or 6106/T6)
ST1 80x50x6.0 Rectangular Hollow Section Strut
(Alloy & Temper - 6060/T5 or 6106/T6)
C1 315Ø Jetted Concrete Piles Column
NOTES:
1. All floor joists to be at 450mm crs UNO.
NOTE:
All fixings, connectors, plates and angles 315 outer diameter tube.
to be Stainless Steel grade 316 or aluminium Filled with concrete, N50/20.
Provide 6/N12 bars
and R10 helix with 150mm pitch.
NOTE:
All Steel to be protected
as per AS/NZS 2312.1
Approx Broadwater Bottom
Hidden line indicates
NOTE: location of ST1. Typical.
All dissimilar metals to be (Typical)
isolated to prevent corrosion (Typical)
SJ1
TR1
BR1
BR1
BR1
BR1
DJ1
C1
C1
C1
C1
C1
C1
1
DJ (Typical)
SJ1
C1
Cantilevered decking must not
TBC by specilist contractor
SJ
be fixed to revetment wall.
BR2
1
DJ1
(Typical)
BR2
(Typical) 65mm
315 outer diameter tube.
cover
Filled with concrete, N50/20.
C1 Provide 6/N12 bars
C1
and R10 helix with 150mm pitch.
TR1
315mm Ø
Boundary
Pile depth to be confirmed with
specilist contractor and install piles
achieve minimum working loads:
315mm Ø Vertical load capacity - 21kN
Horizontal load capacity - 4kN
Confirm depth with engineer prior to construction
C1 - 315Ø PILE REINFORCEMENT
FOR OVERALL DIMENSIONS OF SLAB AND FOOTINGS, REFER ARCHITECTURAL DRAWING
Issue Made By Date Description PROPOSED NEW JETTY Scale : 1:100 UNO NOTES:
A ML 03/04/24 Issue for construction
at LOT No.16 (#33) WYUNA DRIVE, NOOSAVILLE
REVISION
Job No.: 24-0122 1. Do not scale drawings.
2. Scale is correct at A3.
CLIENT: PONTOON WORKS
Dwg No.: S02 3. Check and verify all dimensions
Designed By : J. SAYERS BEng (Civil) Hons Drawn By : ML Date : 03/04/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 03/04/24 Ph: (07) 5444 5578 Email: [email protected] BEARER & JOISTS LAYOUT
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
24-0122 Structural Plans Issue A(2)(1)(1).pdfRelated documentApplication case desk ↗
About this file
- File size
- 193 KB (small file)
- File type
No other editions are linked here.