OPW15/0026 Approved Plan

          =
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0026 16 MAR 2015


[OCR of page images]
 

DRAWING SIZE - A2

 

 

 

 

 

 

 

 

 

 

 

Revision | Description Date

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
  

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE ANCHORAGE ROAD
_ 4500
r 78 t |
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| \ | RECESS BEARER &
| STRINGERS 25 NOM INTO
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I | SPLICE JOINT DETAIL
| \ “Oo 1:20
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Hy 1 RIGD HAHDRARL TO COMPLY
i \ WWTH COUNCHL REGULATIONS
| | MAXIMUM RECORDED FLOOD LEVEL RL. 200 AHD
: — _ M 0 hi oe oe
i \ TOP OF WAL RL. 1.0 AHD
IS Lo. —
zn Lot 797 Ble DEK RL 1.0 AND — — .
8 g Wek 0 3 \8 — "7 WAYMUN WATER RL 044 AKD _ " - |
| ) ) v eal! eal} en H FEOENENT
* I WALL
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| Fa Poy ty ti 8
| | | | Hel 8 t
'
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| wor t | 5 Ht i Vt
' \ 1, UNLESS NOTED OTHERMSE ALL TIMBER SHALL BE DURABILITY CLASS 1.0F |] il nal
| ‘ APPROVED SPECES AND HAVE A WIMUM STRESS GRADE OF FI4 Min, U Wg Ye te
‘ ‘
2, UNLESS NOTED OTHERMSE ALL CONSTRUCTION SHALL COMPLY WTH THE ~ —~
\ ENVIRONMENTAL PROTECTION” AGENCYS'“ OPERATIONAL POUCY = "BUILDING =\ FRONT-ELEVATION = SIDE-ELEVATION
| \ AND ENGINEERING STANDARDS FOR TIDAL WORKS.” ho Ow
| Gee Si. AL OTHER SER. WORK HOLDING NUTS, BOLTS, WASHERS Oo NOT A ETTY
1
| \ AND SOREWS SHALL NOT BE HDG OR STANLESS STEEL, TO REVETMENT WALL BASTING REVETMENT WALL
| } 4 TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED
| 1 WTH AN ALUMINUM ALLOY OR STAINLESS STEEL BAND, y _ aE
1 ) :
THE BEGHT OF THE PHLES ABOVE
| mst 4983 - 5, DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THESE DRAWNGS / oF Ive PGT Of TH PRES Ae
a aS wre ay aes s fanscaae™
1 = = 7 \
ES LOADING CRITERIA: \
| — ‘ ETTY \
! ES § \ UVE LOADS = 2,0kPa
| = pRoptsen JETTY MOORED VESSEL (Marx.
: s = | — Bade LENGTH 0m 3
Low 3 DESICR, ELEMENTS WEIGHT = 1500Kg
Uy Bw, \ BERTHING VELOCITY = 0.5m/sec
4100,
\

SITE PLAN

Scale 1:200

 

NOOSA COUNCIL
APPROVED PLANS
OPW15/0026 16 MAR 2015

 

 

 

 

 

 

 

 

 

 

vETTY FRAMING SCHEDULE
MARK SZE/GRADE
(Pi) [2008 HE TREATED HOW) PIER
dh | 150 x 75 (F14) JOISTS © 750ctrs
Bt | 150 x 75 (F14) BEARER
B2 | 175 x 75 (FI4) BEARER
BS] 200 x 75 (FIA) BEARER

 

 

 

 

 

 

= Ai exponed timber 1s be HE trnatid.

 

 

 

 

 

Rnann—t_F—t__fim1:100 @ A2

 

Issue:

 

 

 

CONSTRUCTION
OERUILO TA
Kod)consuting ENGINEERS
STRUCTURAL eGiVILeGEOTECHNICAL
ABN 40 098 481 899

 

 

 

 

1/11 PROJECT AVE NOOSAVILLE QLD 4566

 

 

 

 

Ph (07) 5455 5604 Fax (07) 5455 5696

 

Title: Jetty Plan and Details.

 

Project Lot 797 (#35) The Anchorage
Noosa Water

 

Date: Feb 2015 Drg No. 25075-J1

 

 

Rev, 30.01.05