OPW15/0203 - Plan 2 of 2

Revision | Description Date

 

 

 

 

 

 

  

DRAWING SIZE ~ A2

 

  

ONE WB S/S

   

 

 

 

 

 

 

 

 

 

 

 

VERTICALLY
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| 2%
% ' NOTCH
(Pt) RECESS BEARER & Pt)
STRINGERS 25 NOM INTO
VO PILE.

   

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CESS BEARER &
STRINGERS 25 NOM INTO
PE. ¢ = a JOINT DETAIL
1:20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

BERTHING VELOCITY

t
i
i '
| | (py TYPICAL SECTION
'
i 1:20
\ 1
! ' -~ HANDRAIL:
| | RIGD HANDRAIL TO COMPLY
i \ TH COUNCIL REGULATIONS
a i \ _ MAXIM RECORDED FLOOD LEVEL R200 KAD _ _ 7 _
— | | TOP OF WALL RL. 1.0 AHO
t
i | DECK RL 1,0 AND /.—
' i MAYIMUM WATER RL O44 AHD
ty - MH = - - Panay
al “i | ~ EXISTING
i fig (Py () wy Pt) (rr) REVETMENT
i= 4) « STONE
| Lot 464 | PITCHING
i. 2
io tem H
| 7s seAeN | oi | |
| NOOSA { I | ! §)
' ' gout ~/§| | 1
| | | | | |
: ’ YW {I {
' ' Wood "
| | Hu u
i 1
i | NOTE: FRONT ELEVATION SIDE ELEVATION
4. UNLESS NOTED OTHERWSE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF =
i ! APPROVED SPECES AND HAVE A MINIMUM STRESS GRADE OF F14 Min, 1:400 1:00
| | 2, UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY MTH THE EXISTING REVETMENT WALL
' \ ENVIRONMENTAL PROTECTION AGENCYS' OPERATIONAL POUCY ~ "BUILDING 1500, | WE
AND ENGNEERING STANDARDS FOR TIDAL WORKS.’ I | +t —_/ TEI oF Ne ns Ae
~ 3, ALL STAINLESS STEEL BOLTS RODS, ETC SHALL BE APPROVED MARINE * * * tn
i { GRADE S16, ALL OTHER STEEL WORK INCLUDING NUTS, BOLTS, KASHERS, f Z| \ / EXCED THE LE DEPTH THE
| \ ‘AND SCREWS SHALL NOT BE HDG OR STAINLESS STEEL A 42d) Bo Nor Fi ery NATURAL GROUND.
i ! 4, TOP OF PHLES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED eo
L. toaes WTH AN ALUMINUM ALLOY OR STANLESS STEEL BAND, .
Ft a 95° ~~~ FE 5 10000 5. UMENSONS AND LEVELS SHALL KOT BE SCALED FROM THESE DRAMAS 8
2 0 re TWO STAINLESS STEEL
™ =k Gen) SCREW EACH END,
LOADING CRITERIA: (a)
IY g | -—— :
- RIGID HANDRAIL TO COMPLY
Sos g HVE LOADS = 20a Fa ’ WTH COUNCIL REGULATIONS
aS tI
a (fase ets Fon MOORED VESSEL (Wax) *| eae fanon—?_ ft fm1:100 © Az
Tesch EIBENTS LENGTH = 5.0m 1 Poe REATED :
WEIGHT = 1500Kg a oS Issue:
= 0.5m/sec it CONSTRUCTION
| DEBUILD TiA

 

 

217

 

a : Rogconsuiting ENGINEERS
STRUCTURAL*CIVIL@GEOTECHNICAL

 

 

 

 

 

 

 

 

 

 

=) ous oo \
4 i ‘ we ABN 4008 481 98
VETTY FRAMING SCHEDULE 1 YY 1200 $50 \ ‘fie 1/11 PROJECT AVE NOOSAVILLE QLD 4566
SITE PLAN WARK SZE/CRADE g 1500 ~ SB Ph (07) 5455 5604 Fax (07) 5455 5696
Scale 1;200 (Pi) | 2008 HE TREATED HOW) PIER : 7
at | 150 x 75 (FI4) JOISTS © 750ctrs FRAMING LAYOUT Title: Jetty Plan and Details.
Bi__| 150 x 75 (F14) BEARER 4:100 Project Lot 464 Shorehaven Drive
Noosaville

 

 

 

 

 

= i expoved timber to be H6 ‘recta
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Date: Oct2015 | DrgNo, 253801 |*™

Rev, 30.01.05