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

 

 

 

 

 

 

 

  
   

     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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NOTE:
1. All steel work to be Grade 316 Stainless Steel
_ or equivalent coating for extreme corrosive
2 environment.
= 2. All bolts, nuts, washers, screws, nails etc.
2 to be Marine Grade Stainless Steel (Grade 316L)
3s (BY or an approved equivalent for use in extreme
2 corrosive environment.
= Ye? 3. All concrete to be Min. S50
& 310mm¢ Formed 4. All cover to steel in concrete footings/piers
Concrete Pier. Typical, to have minimum 65mm cover.
5. All FRP Members to assume minimum mechanical
n nm nm nm nm nm nm n nm 7 pri nm nm nm n n nm nm nm nm nm properties as follows.
ESDSI5 Somib Simo SE SWE SI Se ge PSSE SRS SE SESeSSeSeSy Tensile Strength: 380 MPo
TANT TAM TT TIN TM ART TTR RT RST raat Flenurl Strength; 450 Po
HPPA PI PM MIE RE TER PRAT Modulus of Elasticity. 22,000 MPa
Durability of FRP Product in wet and dry saltwater
Ld LI LI Lint I Lt I LI Wid =i} 1 || LI LI LI LI LI LI LI LI LI LJ conditions to be confirmed by manufacture.
iI HO! CET | Ph Tn iI Wit 1 Ul | Ul Ul i i Ul Ul Ul | Ul
Ezz LeUW LIL IL IW IL I LLL 3 MEMBER SCHEDULE
SPSS ESSMSS SPAMS SE SBE SSSE ERS ESSE SRSSSSESRSSESS= wark | SIZE DESORPTION
u u u 4 — py BRT u u u u u u u u u
Tr Trem BRI 300x150x15 FRP |-Beam Bearer
db I
1) ee Jt 100x100x6 FRP SHS at 450crs | Joist
— uw
CAN — Typical Typical
x ax BRI (below) BRI (below) BRI (below) (ical) (Typical
fr" lr
Bi |
1+ 1 141 141 -
iol i+ il oo
= t
= ELEVATION
Scale 1:50
30mme Formed on ==
Concrete Pier. Typical. _
BRI
J02
Min 3000 t L
Depth aH 4
Design Live Loads: Lan 4.6/8 bolts
UDL — 3.0kPa
Point Load — 1.8kN Min 3000
Depth BRI
NOTE:
LEVEL OF DECK TO BE 300mm ABOVE
HIGHEST ASTRONOMICAL TIDE. ALTERNATIVELY, ELEVATION (“A-A\ Min 3000, |_J
PILES OR MARKERS TO EXTEND ABOVE DECK Seale 150 =) Depth
TO INDICATE THE PRESENCE AND EXTENT OF VIEW (Bi
THE JETTY WHEN INUNDATED. Scale 1:10 Ye /
NOTES:
1. Do not scale drawings.
2. Check and verify all dimensions JE TT Y LA YO UT
prior to commencement of work. Oo
Issue|Made By} Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS] Scale: 1: 50/1: 10
=| 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.0. Box 7117 Job No.: 17-0417
S12 BDK | 11/12/17 | Step down piers removed, bearers added, markers amended BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw No . JO1
a Designed By : J. KERSWILL Drawn By: BOK Date: 16/11/17 Web:  aoseetocp com ou g -
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email: [email protected] JETTY LAYOUT
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