SCG 26362-J1 Issue 3 · OPW16/0337

 

DRAWING SIZE — A2

wh 8.5
— gt ® e\

‘ Lot 591

\ AREA: 886m?
\ R.P 883861
\ 3 MASTHEAD

NOOSAVILLE

2\2
4
$\S

=
oy *

500

3000__!

       
  

ONE M16 S/S
VERTICALLY

PILE.

(Pt)

75sq. x 3.0 x 6.5 CORNER RADIUS
ALUMINIUM SHS (ALMAX AA180),
CAP TOP AND BOTTOM.

 

RECESS BEARER &
STRINGERS 25 NOM INTO

100

 

 

 

  

 

7
25 |
(Pt)

( : \ TYPICAL SECTION
1:20

 
    
   
     

   

1/MI6 S/S
EACH BEARER

PILE.

C 5 SPLICE JOINT DETAIL
1:20

RECESS BEARER &
STRINGERS 25 NOM INTO

 

 

 

 

 

TOP OF WALL RL. 1.0 AHD

 

 

 

a

 

 

 

 

 

[-->--— ==

 

6mm ALUMINIUM PLATE
' 3/M16 STAINLESS STEEL
BATTEN SCREWS.

38147
25° 42’ 50”

NOTE:
1,
! APPROVED SPECIES AND HAV

2. UNLESS NOTED OTHERWISE Al

150 x 75

 

c . BOAT TIE POST DETAIL
1:20

UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF

E A MINIMUM STRESS GRADE OF F14 Min.

L CONSTRUCTION SHALL COMPLY WITH THE

ENVIRONMEN

TAL PROTECTION “AGENCYS’ OPERATIONAL POLICY - “BUILDING

 

AND ENGINE!

ERING STANDARDS FOR TIDAL WORKS.”

3. ALL STAINLESS STEEL BOLTS
1 GRADE S16. ALL OTHER STEEI
AND SCREWS SHALL NOT BE

RODS, ETC SHALL BE APPROVED MARINE
L WORK INCLUDING NUTS, BOLTS, WASHERS,
HDG OR STAINLESS STEEL.

 

 

 

115° 42°\45”

 

 

 

 

0.5(W) X 3.0m(L)

 

 

EXISTING JETTY J

7

 

 

 

a

 

 

 

 

 

TO BE REMOVED. “
x
I
i

500

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE PLAN

Scale 1: 200

9000

7s

STEP.

PROPOSED JETTY
[+ REFER DETAILS FOR
DESIGN ELEMENTS

 

 

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
WITH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND.

DIMENSIONS

AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS

 

 

LOADING CRITERIA:
JETTY

LIVE LOADS =

MOORED VESSEL (Max.)

LENGTH
WEIGHT
BERTHING VELOCITY

= 5.0m
= 1500Kg
= 0.5m/sec

 

 

JETTY FRAMING SCHEDULE

 

     

MAR

K SIZE/GRADE

 

     
       
       
 

(P1

J
BI
B2
B3
- All

  

(P2)

) | 2000 H6 TREATED HDWD PIER

75sq x 3.0 x 6.5r ALUMINIUM SHS
150 x 75 (F14) JOISTS @ 750ctrs
150 x 75 (F14) BEARER
175 x 75 (F14) BEARER
200 x 75 (F14) BEARER

exposed timber to be H6 treated.

 

 

 

 

 

 

    
 

 

 

 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
DECK RL 1.0 AHD I |
MAXMUM WATER RL 0.44 AHO JS T
(1) (1) wl (Pt) (1) (P1)
rf
RSS |
3} ||
l l | e| | my ty
3S | | | 3] | 1
Ss} | | |] | I
my | | mB) | | I
| 1
Nt !
( eit ELEVATION ( a ELEVATION
1:100 1:100
EXISTING REVETMENT WALL
, 1500, |
“a Ag Ne TA
=) rt NN DO NOT FIX JETTY

 

 

 

FRAMING LAYOUT
1:100

Pe

 

TO REVETMENT WALL

DECKING:

[26 x 140 (F14) HOWD
FIXED TO BEARERS WITH
TWO STAINLESS STEEL
SCREW EACH END.

 

(yet
3 | | | ___ HANDRAIL:
S| =| @ RIGID HANDRAIL TO COMPLY
ze) P24, WITH COUNCIL REGULATIONS
=| =| |=
Bl PILES:
7 Wei 9200 TREATED
(P1) HWD POLES

 

 

 

 

 

  

Checked:
RPEQ 5835

S Richardson

0 1 2 3 4 5

 

(Pt) |_.E¥ISTING
I REVETMENT
ly stone WALL
I PITCHING

s| ||

3 I
I
|
|

Y oy

NOTE:

   
 

THE HEIGHT OF THE PILES ABOVE
NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE
NATURAL GROUND.

 

 

     

  
   
     
       
 
     
       

Existing jetty shown 05.12.2016

Issue" CONSTRUCTION

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
[ABN 40 098 481 809

Title: Jetty Plan and Details

 

Project Lot 591 #3 Masthead Quay
Noosaville

 

Rev.

10.06.16

Date: Dec 2016 | DrgNo. 26362 -J1

 

 

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