OPW15/0113 Application for Boat Storage Device

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

     
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 
     
   

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

nn
Revision | D ti Date
DRAWING SIZE - A2 ‘ aason [escipton
BL
1s
g ia Sis %
a NoTcH
_——
lee | Mug
/~~ + 1 RECESS BEARER &
’ 5 STRINGERS 25 NOM INTO
‘ PILE,
/ BEARER
/ STRINGERS 25 NOM INTO
/ ie
/ TYPICAL SECTION ¢ 5 a JOINT DETAIL
, 1:20 RIGID Hi
‘ WITH COUNCIL REGULATIONS
/ WAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
j eee a enema ece OE ee ce eo Oe)
f DECKRLAOAHD .
/ Sean MAXUM WATER RL 0.44 AHD
‘| Br ie gaa
/
/ 1) (1) a) =
a
gy & =
&/ 8 P
is iain aaa
/ i i g
/ Ul i
/ il 1 8 ~
H :
i Lot 791 i i
P AREA: 861m? 7 u
/ P 9
/ peal NOTE: FRONT ELEVATION SIDE ELEVATION
/ 144 THE ANCHORAGE 1. UNLESS NOTED OTHERWSE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF 1:100 1:100
/ NOOSA’ WATERS APPROVED SPECIES AND HAVE A MINIMUM STRESS GRADE OF F14 Min, y :
2, UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE
ENVIRONMENTAL PROTECTION AGENCY'S’ OPERATIONAL POLICY ~ "BUILDING
/ ‘AND ENGINEERING STANDARDS FOR TIDAL WORKS.” sr ET
/ 3. ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE TO REVETMENT WALL EXISTING REVETMENT WALL
/ GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, WASHERS, 1500
/ AND SCREWS SHALL NOT BE HDG OR STANLESS STEEL. goons,
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED fe n XK 4 pon a8: NOTE:
WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND, / ‘ / 7 THE HEGHT OF THE PILES ABOVE
o av 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWINGS ' wo \ PERS: PACED TE PLE CEPT THE
oF Is a $200 TREATED NATURAL GROUND.
\ ‘auie| > | HWD POLES
\ s
\ Sf DECKING:
ss u 26 x 140 (F14) HOWD
= TO BEARERS Wi
LOADING CRITERIA: wo
JETTY
UVE LOADS = 2.0kPa
MOORED VESSEL (Mox.) / ee
WEIGHT 7 SUK 1 i ‘ OL ail 2 Fw 6
oe 5 1:100 @ A2
Pn
BERTHING VELOCITY = 0.5m/sec \ rN 3 7 ("|
s q Ay 1 4 2 Issue:
shel 3 oor dd a CONSTRUCTION
g 1 yi 1 |S LS BEBO TA
5 POPS Il SOF een ENGINEERS
a R ANG SCHEDULE 7 & i 7 \ STRUCTURAL*CIVLSGEOTECHNICAL |
(Pi) | 2008 HE TREATED HOW PIER A eS 4100 3 41/11 PROJECT AVE NOOSAVILLE QLD 4566
ut | 150 x 75 (Fi4) JOISTS © 750ctrs fs \ ey Ph (07) 5455 5604 Fax (07) 5455 5696

SITE PLAN

Scale 1: 200

Bi | 150 x 75 (F14) BEARER
B2 | 175 x 75 (F14) BEARER
B3 | 200 x 75 (F14) BEARER

 

 

 

 

~ Al exposed timber to be H6 treated,

ev. 30.01.05

 

Title:

Jetty Plan and Details.

 

Project Lot 791 (#44) The Anchorage

Noosa Waters

 

 

Date:

Jun 2015

 

Rev.
DrgNo. 25238-J1