13-0319 Jetty Issue B · OPW15/0198

 

 

      
 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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3Omms Formed a
Concrete Pier \ o
te.
|
i |
I i
i | ————
Wg 7
| =
310mms Formed I i || — |
Concrete Pier i ' i —] |
I We (ots |
30mm Formed Ia - a — =
Concrete Pier | | rt /5\ __-=+}|
im —|-T |
i; if oo ||
ly i » i} = |
| | _+=+|
on TFSI
| r| |] | Approx Lake
| | | | —S— water level
| i
om . | 4 |
u u lled with concrete, 4 | |
‘310mms Formed Provide 6/N12 bars and K¥— TI
310mmé Formed Concrete Pier R10 helix with 150mm. | = | |
Concrete Pier paca. | + |
(Typical) —-T| Lake Bottom
| HD)
| |
J To
|e |
© | — FS
Jt ml im im imi a we imi Ti Lt 4 : I | é —
| 3 oH
O oO o o 310 outer diameter: ed FT|
+] | « # tube. d with concrete, ITH |
+ |_BRI ‘a Provide 6/N12 bars and eT |
| R10 helix with 150mm —
pitch. j—-—T |
\ 4——E_T|
~ I —P ‘Allowable minimum Bearing
i | 310mm dia | capacity of 175kPa to be confirmed
| I 1 310mm _dai | by pile contractor.
————. I
i . :
siomme Formed —f= 3109 Pier Reinforcement
Concrete Pier !
! i
310mm¢ Formed ——=— ,
Concrete Pier . All steel work to be Grade 316 Stainless Steel
I or equivalent coating for extreme corrosive
fone formes environment.
. oncrete Fer 2. All bolts, nuts, washers, screws, nails etc.
\ » Nuts, .
Member Schedule: ! to be Marine Grade Stainless Steel (Grade 316L)
I or an approved equivalent for use in extreme
(mark | size DESCRIPTION ) | corrosive environment.
_ I 3. All concrete to be Min. S50
BRI 300x150x15 FRP I-Beam Bearer I 4. All cover to steel in concrete footings/piers
BR2 200x60x8 FRP I-Beam Bearer | to have minimum 65mm cover.
J 100x100x6 FRP SHS at 450crs Joist Min 3000 ! 5. All FRP Members to assume minimum mechanical
Min properties as follows.
Depth | Tensile Strength: 380 MPa
1 | Min 3000 , Flexural Strength: 450 MPa
Jett Elevation ‘--4 eth NOTE: Modulus of Elasticity: 22,000 MPa
/ velly Elevation ° Design Loads as per figure 2.2 Durobility of FRP Product in wet ond dry saltwater
NOTES: . Min 3000 Typical Jetty” of the Northern conditions to be confirmed by manufacture.
1. Do not scale drawings. —_ “Depth — Lakes Management Plan
2. Check and verify all dimensions
prior to commencement of work.
Issue} Made Date DESCRIPTION : . .
suefade Tete —[— LOT 202 No2i COORAN COURT, NOOSA CONSULTING STRUCTURAL & CIVIL ENGINEERS|scae: 1:50 & 1:20
z dk /05/15] Initial Issue PROPOSED JETTY Office: Suite 8/137 Brisbane Road, Mooloolaba
SLE [ [10707715] fered to sit ches Postal: P.0. Box 7117 Job No.: 13-0319
S BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dwe No: JOl
a Designed By : J KERSWILL Drawn By: JK Date : 22/05/15 ese noroup com ou & “
Certified By : BR. CROMAR BEng (Civil) MIEAust CEng RPEQ NPER Date : 22/05/15 [email protected] JETTY LAYOUT & DETAILS
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