Skip to the record
NoosaWatch™: The source of truth.

Council archive · source document

01.2 - Engineering Design (issue 2) · OPW18/0008

Attached to the e-mail Operational Works Application OPW18/0008 - Domestic Marine Structure at 6 Mermaid Quay NOOSAVILLE.

of 23

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

+-+—— Pile contractor to install piles to

1 2 3 4 5 6 7 8 9 10 i 12 13 14 15 16
310 outer diameter tube.
' 7 TV T tube. Filled with concrete,
| | | Provide 6/N12 bars and
| | | R10 helix with 150mm pitch.
| | |
| | \
—4 1 — 310mm ¢
> | BRI | -& |
S10mme Formed No SR eS
Concrete Pier | | ace | SECTION (LE
| | Scale 1:50 (wor)
| | |
|_2/M8 (min) bolts | te—SHS Joist
Ie | though SHS joists j |
rs ~ | to FRP Bearer. j |
| | |
L | } |
2/M16 Stainless Reo 502 | j |
Chemsets 150mm min embedment. |
DETAL = /C\ DETAIL  /D\
Scale 1:10 \ J01/
Scale 1:10 \ J01/
SHS sist) approx oe
4
= + Th ! ll ] 310 outer diameter tube.
| | | | | | | tube. Filled with concrete,
Lt Lo Provide 6/N12 bars and
= = — 7 ow w R10 helix with 150mm pitch.
| | ~~
ee |. SN
“Hy © Ww we fa
BRI | | | | Full depth spacers BRI PPR
L to suit
bo)
| | | | j |
| L L | | | <
[7,4 ~~ | « | g|
| - a . | &]
; I 310mm¢ Formed I. 8 “TI 310mm¢ Formed (01 38
7 “4 a 2 Concrete Pier ‘ * 4 | Concrete Pier VIEW m
a 3 a | Scale 1:10
boc eI ol —_
| “4 | | 4 . |
|_ <4 //' ! /' |

VIEW
Scale 1:10

NOTES:

1. Do not scale drawings.

2. Check and verify all dimensions
prior to commencement of work.

VIEW
Scale 1:10

JETTY DETAILS

 

achieve minimum working loads:
Vertical load capacity - 18kN
Horizontal load capacity - 7kN

3106 PIER REINFORCEMENT

VIEW

Scale 1:50

é

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Hssve}iade By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS|scale: 1:10 /1: 20
=| 0 BDK 16/11/17 | Preliminary Issue - Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba
S 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417
g 2 | Box | 11/12/17] Detoils & markers amended BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 :
3 Desi : : : Ph: (07) 5444 5578 Dwg No.: J02
fe esigned By : J. KERSWILL Drawn By: BDK Date: 16/11/17 cone viet ava | Web: hrdesigngroup.com.au

Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date: 6/7 |" Emil: _ [email protected] JETTY DETAILS
1 | 2 | 3 | 4 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16

 

 

 

Used in these records

About this file

File size
4.1 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

01.2 - Engineering Design (issue 2).pdf · 4.1 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.